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Home My WebLink AboutProduct Approval • MIAMDAI}E MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2594 NOTICE OF ACCEPTANCE (NOA) www.miamidade.8ov/econom1 PGT Industries-lire. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:DESCRIPTION:Series I'S 50011 Alum* umSIidirig_Glass Doo� rs w/wor LReiitforeements==Nou4CP—pct APPROVAL,DOCUMENT:Drawing No.757 Rev N,titled"Alum.Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None:Approved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Use of Table I requires No reinforcements. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7&8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC,as applicable. 4. Max W'nominal airspace is applicable for I.G.glazing with Truseal Duraseal spacer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#12-0726.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIAMI•DADECQUPI i NtUA"No15 060}111 ExpiratrorrDake�;`May AppprdvnI Dai August 13,2015 �l� Page I • PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS i. Manufacturer's die drawings and sections(submitted under files below). 2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact",sheets I through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29115,signed and sealed by Lynn Miller,P.E. B. TESTS (submitted-under files#12-0726.03/#11-1018.11 08-0213.03) 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94, 4)Forced Entry,Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc.,Test Report No FTL-5095,dated 12-13- 06,signed and sealed by Edmundo Largaespada,P.E. 2. Additional test reports,Test report No.FTL-3102, FTL-3116,FTL-3117,FTL-3596, FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94 (formally SFBC,PA 202- 94),issued by Fenestration Testing Laboratory,Inc. (Transferred from file#04- 1220.05/08-0213.03). C. CALCULATIONS I Anchor verification calculations and structural analysis dated 05/29/15,complying with FBC-214 (51h Edition),prepared by PGT, signed and sealed by Lynn Miller,P.E. 2. Glazing complies with ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51 edition) and letter of no financial interest,prepared by PGT,dated 05/29/15,signed and sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises NOA#12-0726.03,expiring May 22,2018. 2. Previous NOA associated files: 08-0213.03,4 07-0309.09 and#04-1220.05 3. Test proposals No(s)07-2245 and#04-0404 approved by BCCO. Ishaq I.Charids,P.E. Product Control Examiner NOA No.15-0609.10 Expiration Date: May 22,2018 Approval Date: August 13,2015 E-1 GENERAL NOTES: NON-IMPAC-1 SLIDING GLASS DOOR 1.GLAZING OPTIONS: S.3116"TEMPERED GLASS. TEST REPORTS FTL-3116,FTL3117,FTL-4277 AND FTL-5095. C.1/4'TEMPERED GLASS. TEST REPORT FTL-3102. D.61W INSULATED GLASS(I.G.),(2)LITES OF 3/16'TEMPERED GLASS WITH A 1/4'AIR SPACE.TEST REPORTS FTL-4273,FTL-4276,FTL-4280,FTL-4286 AND FTL4341. 2,CONFIGURATIONS:SEE SHEET 3. 1 3.DESIGN PRESSURES:SEE TABLES 1-3 ON SHEET 2. A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300, S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADS COUNTY. 4.ANCHORAGE:THE 331130/6 STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS. NOA DRAWING MAP THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 13 AND 14. SHEET S.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED, GENERAL NOTES............. 1 6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEEtMOREHEAD SEAM SEALER. GLAZING DETAILS 1 7.REFERENCES:TEST REPORTS FTL-3102,FTL-31 16,FTL-3117,FTL-3596,FTL-4273,FTL-4276,FTL-4277,FTL-4280,FTL-4286,FTL4341 AND 6096. DESIGN PRESSURES 2 >ELCO ULTRACON AND CRETEFLEX NOA'S CONFIGURATIONS., 3 >ANSIIAF&PA NOS FOR WOOD CONSTRUCTION B ELEVATIONS..................... 4 >ALUMINUM DESIGN MANUAL VERT.SECTIONS... - 6 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INdLUDING THE HIGH HORIZ,SECTIONS,......,.... 6-8 VELOCITY HURRICANE ZONE(HVHZ). "X"&'O'CUP INSTALL..., 9 9,GLAZING VINYL SPECIFICATIONS(ITEMS 36,37,&131); PARTS LIST 10 a.PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM PLASTICS,INC. EXTRUSIONS.::.*.'.""'.7 11.13 b.HARDNESS:70 SHORE A ANCHORAGE.....................14.16 c.SPECIFIC GRAVITY:1.43 d.TENSILE STRENGTH:1450 PSI e.ULTIMATE ELONGATION:380% I. MODULUS @ 100%ELONGATION:590 PSI g.TEAR STRENGTH: 210 LBhN P""CrIlIVISW Momwha r" iktlit TRUSEAL DURASEAL--\ SPACER(TYP.) 3637 (40 3/16"TEMPERED GLASS 3/16"TEMPERED GLASS 1/4"TEMPERED GLASS AIRSPACE 3/16"TEMPERED GLASS NOM.5/8"I.G. 318"GLASS 318'GLASS 3/8"GLASS SITE BITE i i5 BITE 15 15 LYNN 3,0.16" MONOLITHIC GLASS 1/4" MONOLITHIC CLASS No.68705 GLASS TYPE B GLASS TYPE C R"'"" F.K. L NOe 7HIS3NErr 1070 TECHN0L00YDRfVEW1b_mWm NOTES,GLAZING DETAILS&MAP ' ", J.J. FOC2010 CODE OMME,CLAZINQ V/AK 4 SPACER VESMP170M 14100(aws'FL34275 I NV&ffl&R,3MDAQ4VAVS0DM0N YEARS Ra BOX f6n A GLASS -IMPACT Alwar. Sth EDITION Fa (26M)CODEVADATE,REMOVS0300EM10-A L& _�l - ALUM.SLIDING DOOR,NON NOXOM14 FE SON *-00m W P.E. m a."I" Visibly Beaw A. F.K. 16"=2W �NTS ri 16 1 757 181k, 09 RE#58705 CODE PANEL TYPES -CODE PANEL TYPES CONFIGURATION NOTES: R.H. FIXE f:::::q L,H. 1.MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL A RLOCK LOCKSTILE D L WIDTH PANEL TYPES IS 441/8". INTE R LOCKSTIE INTERLOCK 2.MAX.OLD HEIGHT-913/4" R.H. R.H. FIXED STANDARD B INTERLOCKs S ST 3.DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKET AND ANY INTERLOCK LOCKSTILE ASTRAGAL COMINATION THEREOF(LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF R.H. Rj&RG FIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 C INTERLOCK A SAL T ASTRAGAL LOCKSTILE AND 12 OF THIS NOA. EXAMPLE MAXIMUM CONFIGURATIONS: D LOCKSTILE INTERLOCKU REVERSE A EIGHT PANELS ON FOUR TRACKS(CENTER MEET) R.H. ASTRAGAL LOCKSTILE B.FIVE PANELS ON FIVE TRACKS(BY-PASS) L.H. .H FIXED FIXED TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E INTERLOCK MiRLOCK V LOCKSTILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. L.H. L,H. DOUBLE P-7— STANDARD F INTERLOCK INTERLOCK w INTERLOCK ASTRAGAL G LOCKSTILE DOUBLE FIXED DOUBLE INTERLOCK Y LOCKSTILE INTERLOCK R.H. L.H. H INTERLOCK INTERLOCK Z LOCKSTILE LOCKSTILE mooucrREVISPA) 011 AvmVbwN DOUBLE DOUBLE DOUBLE INTERLOCK INTERLOCK YR INTERLOCK LOCKSTILE KSTILE & DOUBLE ST NDARLD GR RLO LOCKSTILE J LOCKS11LE AsATRAGA INTE CK L.H. VERSE R.H. K INTERLOCK LOCKSTILE LR ASTRAGAL INTERLOCK L,HSTANDARD SIANDARD DOUBLE L INTERLOCK ASTRAGAL WR A TRAGAL INTERLOCK LOCKSTILE L.H. S DOUBLE F= m INTERLOCK D INTERLOCK I I R.H. j L:zj INTERLOCK VANDGARD L.H. STRA L.H DOUBLE LY,N'tV. N AL INTERLOCK SD INTERLOCK INTERLOCK s .Z7 P R.H. FIXED Z No.53705 INTERLOCK LOCKSTILE • r F.K. tonr L NO CNANGE THIS SHEET "AV�"A/ Pt:FLORID J.j. 13111 M NO CH4WE THIS SHEET PANEL TYPES ftl.wft LA: laalS I'N Aroch"09THISSHEE7 P.O.l?Qx Ing ALUM.SLIDING GLASS DOOR,NON-IMPACT — 144� NOXOMA FL 3#274 v-ibly attw A. Mlftr0l. F.tG 030804 J.J. OIXt?l09T- P.E.0 59705=GD200 NTS 1 3 - 16 44 1/8"MAX.DAYLIGHT OPENING FOR 46'NOMINAL,ALL CONFIGURATIONS 80" 76 Ve AX 60, ff MAX DAMYLIGHT MAX. HT. OPENING HT. 48"NOM.MAX.PANEL WIDTH 46"NOM.MAX.PANEL WIDTH pXXXQ or QXXXp NOTES: 1.SEE SHEET 3 FOR PANEL TYPES, 2.DLO WIDTH=NOMINAL WIDTH-3 7/8" 1 DLO HEIGHT=DOOR HEIGHT-4114" DLO OLD WIDTH FRODucrREVIsra wsa�pt�wilt tilt Pioei,Y Do1Ct Ss 46"NOM,MAX.PANEL WIDTH 4. 48"NOM.MAX.PANEL WIDTH oxo OXO or XXXX a. 913/4" MAX DAYLIGHT MAX. OPENING TA 96, 96' MAX. MAX. 30" TYP. HT, HT. LYNAI 48'NOM,MAX.PANEL WIDTH 48*NOM.MAX.PANEL WIDTH .Xp or RX OX or XO Rxxxo or OXXXp No.58105 ' o AK. 7 L NO CHANGE TM SHEET k; loiarECNNaaoroarvE -jr EX41MPLEELEVATIONS J.J. q1411 ivo ctbkwE Tms 5HEEr Naww FL WX I.M. 'W 5 N NO CHANGE 8 SHEET L.-VM- ALUM.SLIDING GLASS DOOR,NON-IMPACT 'S'/ONAk- 0\ -M W Vbbo Bator ns wet aw., — -w� — RE, lgww NOKONS,FL N2r4 A.L4� F 0 A J.J. 040M S02W NTS 1 4 a 16 767 N REN 50705' 212 r- E-i F-1 212 r F-1 L1 I ri i 8-- Lj L M�CZ j L 87- (5 - TRACK HEAD & SILL SHO (5 - TRACK HEAD & SILL 216 1 216 SHO 74 215 217 215217 EXAMPLE MULTI-PART EXTERIOR FRAME XAMPLE MULTI-PART INTERIOR FRAME 77 71 76 76 76 EXT. INT. EXT. INT. EXT. INT. 941/4" MAX. MAX, HEIGHT OLO Aaglwre No ALL ALL KlpkwAmv4ff CONFIG. CONFIG, NOTE:ITEM 74, INTERIOR SILL IS K NOTAPPROVED 77 WHERE WATER EXT [OR 70 EXTERIOR ISERIOR REQUIRED. 70 77 -T 0 21/2" 0 77 i 3w 704 u , MAXE.DP W/1314" v NOT : 4). ..LYNN....... v SILL +36.3 PSF VERTICAL SECT. 72 VERTICAL SECT. 72 VERTICAL SECT, 56705 STANDARD SILL EXTENDED SILL INTERIOR SILL .13 I't -, C4ENsN No SHEET VERTICAL SECTIONS NOCMWEIVISSHEET NOXOMA FL$4275 . .. ..... poowm�z ALUM.SLIDING GLASS DOOR,NON-IMPACT 1070 WCHNOLOGY091w j0H;"12E'fff18sHEET NOXOMA9,FL 3a74 — F.K. q-0W!4l.'l, 1)2 5 • 16 _767 N P.E.0 6870 SECT.A-A SECT,D-D SECT.E.E I I z INTERIOR . .......... 0 101 0 0 (ALL SECTIONS) EXTERIOR SECT.B-S SECT.C-C SINGLE./SINGLE INTERLOCK EXAMPLE W.1 NO REINFORCEMENT (TABLE 1, SHT. 2 DESIGN PRESSURES) 69 24 OR X 9 1 OR& x XORO x 5OR 8 -7 PMODUCfRgVM SECT. A—A :"Mzftl� MOVABLE INTERLOCK Jos OR 6 SECT. C—C ZA--op-ltl. " SECT. B— o AT P—HOOK LOCKSTILE AT ASTRAGALmv%jJ Ml MOVABLE SINGLE/SINGLE INTERLOCK 76 AND 77 6 OR108 OR 0 1 OR 0 0 0 0 AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH X FIXED PANEL, 73 78 tnnli /ol/ —D Iva,. SECT. D FIXED TO MOVABLE- SINGLEZSiNGLE INTERLOCK SECT. E— M- F,87n- LOCKSTILE AT JAM STA F.K. 142"7 L NOCRAWE7MVEEr STAVE.7 - 10707SCH"OGYDRW TAL SECTIONS,TABLE I- LIPS lawo5r 0HORIZON NO CkWGE S SHEET MOKMA FL 34M ALUM,SLIDING GLASS DOOR,NON-IMPACT L.M. po--- 5--R;F SHEET Noxa m FL 342" Vlslbly lkaw A. NN IL P.F- F.K. J.J.MN11112 I'l - le 1& 7$7 rM MEN 58705 SECT.A-A SECT.H-H SECT.E-E Y` Q 1 1 0 4INTERIOR 0 0 (ALL SECTIONS, EXTERIOR SECT.F-F J SECT.G-G SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) ss 46 24 OR 46 X OR 701 6 R R OR SECT. A- -MOVABLE INTERLOCKISOR 6 SECT, G— AT P—HOOKSECTF— LOCKSTILE AT ASTRAGAL . MOVABLE SINGLE/SINGLE INTERLOCK 76 NO 6 OR X OR OR (D 8 0 0 IN�D Uk771' ZO R Q 0 0 AIR SPACER, TYP.ALL SECTIONS USED ONLY WITH X FIXED PANEL, 78 73 0111111", 'N0%, SECT. H—H 46 SECT. E—E FIXED TO MOVABLE SINGLEZSINGLE INTERLOCK No.5B705 LOCKSTILE AT JAMB ft.dar aw is METE, RK, I la=07 L NO CHMOE THIS 8NEer 10707MECHN90XLO DR&VjE.AAVr—"—Vff—j I HORIZONTAL SECTIONS, TABLE 2-DPS 6 J.J. 101t3lif M NOCHMGETHIS&fi�7rroacau+s sura W IL �3/0 NAL L.M. f5 a N SHEEr ma vqx Im; ALUM.SLIDING GLASS DOOR,NON-IMPACT Cl.GE MIS NOKOMIS,FLOWN 14�*7 _ 16 A.LYNN MILLER,P.E. 757 REN 58705 SECT.A-A SECT.J-j SECT.E-E ID INTERIOR 0 0 (ALL SECTIONS) EXTERIOR SECT.1.1 SECT,G-G SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) 69 46 OR 24 OR a 6 X 46 1 OR 45 OR 0 X X OR LEP 67OR 0, x ow SECT. A- ie;0 0 60�. "WAk Ip MOVABLE INTERLOCK OR 134 SECT. G- hw*tW*m AT P-HOOKSECT, 1-1 LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/DOUBLE INTERLOCK 76 AND377 td6 OR 6 46 X OR 0 1 OR8 1 0 0 45 R OR USED ONLY WITH F FIXED PANEL, 78 73 X OGENS,t, 134 OR SECT, J-J SECT. E- No.58705 FIXED TO MOVABLE SINGLE/SINGLE INTERLOCK LOCKSTILE AT JAM Wf OSE 5 S 05 ftw AK L NO CHANGE TMS SHEEr HORIZONTAL SECTIONS,TABLE 3 DPS 1070 TECHNMOQYDRWE J.J. �ZVII U NO CWNGE THIS SHEET WK00%FL$07$ w. IV p—.1– Iruc- ALUM.SLIDING GLASS DOOR,NON-IMPACT I lilt L.M. NO CHANGE THIS SHEEr "* A."vm —k A.LYNN MiLLER,P.E. ft-ay. P.W MR1011 F1,3014 T12 1*"8 - 16 REN SM05 F,K. amw sww 757 (1)FIXED PANEL CLIP(TOP)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD (2)FIXED PANEL BRACKETS INSTALLED ! ON EACH FIXED PANEL TO ATTACH FIXED PANEL TO FRAME JAMS INSTALL WI#1Qx1"SMS{4} i / 76 RE-INSTALL#10x 314" o PANEL SCREWS(2) 78 63 I} 77 Q,1 INSTALL Wt 32„ ,- INSTALL Wl#10x1"SMS(4) #10x1" SMS(2) j RE-INSTALL 1/4-20 ^7�PANEL SCREW(1) ,lx.U (1)FIXED PANEL CLIP(BOTTOM)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL ►oti0o0Cf tiEY18nD AlbrpYite Na „x,„ FIXED PANELS ,, d h mxw r%=• Caird (1)TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO IT'S RESPECTIVE SILL TRACK t 66 a , f �� 't 67 68 1\�� QNY LYNly 4114 ,�,, �1cENsc •,FP &' No,68705 7� OPERABLE PANELS FK IW207 c NotIt ETtnssHEEr TRACK CLIP&FIXED CLIPS INSTALLATION � .��`•• ••�!` �r Iaaarrl R MCA M ocHANDt THIS SHEET 1070N° na` °zrb ALUM,SLID/NG GLASS DOOR,NON-IMPACT L.M, Mis N ND CHANGE THIS SHEET P.0.SOX I= �,..>oet ter: avrara. u..a 0, a iti NO KOW FL 3#274 V&Ibly$euer SDD2600 1/u 9 r 1G 757 N A L P f#b8705 E FIC 020mJ.J. MD2OB ITEM I PART#DESCRIPTION PGT# IPF" PART#DESCRIPTION PGP# 1 708 ILOCKSTILE,MONOLITHIC 69362 62 522 COLONIAL INTER.SECI'ION 41630 2 LATCHASSEMBLY OCK 7LOCK 63 124 APPLIEDCOLONIALMUNTIN 66631 3 LATCH ASSEMBLY UMM 7DUMY 64 1240 1116 X I FLAT13AR 68926T52 4 #10-32 X 1.25 PFI.FL.MS AT 71114K 66 754 TRACK CLIP GUIDE 41754B/W 6 705 INTERLOCK STD.),MONOLITHIC 69409 67 756 JTRACK CLIP COVER 6756B/W 7 1119 #10 X.750 PH.PN.SMS-S.S. 7S 134X 68 1 #6 X 3/8 PP SMS 18-8 SS 76X38PPAX 8 1/4-20 X 1.125 PH.PN.MS 7142OX118PPMSX 69 740 HOOKSTRIP P-HOOK 63713 9 1209 W STP,.187 X 320-PILE 6FELTK 70 722A HIGH-RISE TRACK ADAPTER 69372 11 706 TOP RAIL,MONOLITHIC 68172 71 702 2-TRACK HEAD 68179 12 1281 W STP,.187 X.290 FIN SEAL 61281W 72 703B 2-TRACK EXTERIOR SILL 6703B 13 7258, TOPPANELGUIDE 41801 73 704 2-TRACKJAMB 68180 15 707C BOTTOM RAIL,MONOLITHIC 68173 74 1637 2-TRACK INTERIOR SRI. 68275 17 726 BOTTOM PANEL GUIDE 41802 76 717 FIXED PANEL CE.Q"TOP 7I.A 13A 18 4561 SINGLEROLLFR.ASSY. 7SRAZ 77 717E FIXED PANEL CLIP BOTTOM 7717FPCA 19 661 SINGLE ROLLER ASSY-S.S. 7SRAX 78 646 FIXED PANELBRACKET 41814 20 683 TANDEM ROLLERASSY, 7683Z 90 1136 #6 X 1/2 PP SMS 76X12A 21 683 TANDEM ROLLER ASSY.-S.S. 7683SS 101 736 LOCKSTILK I.CxGLASS 60392 23 609 ASTRAGAL MONOLITHIC 68315 106 735 INTERLOCK STD, I.G.GLASS 60393 24 720 ASTRAGAL MONOLITHIC 69492 111 618 TOP RAIL,I.G.GLASS 69088 26 1653 LATCHKE EPER 7SDKEEP 115 619 BOTTOM RAILJG,GLASS 69089 27 653 LATCHKEEPER-S.S, 7SDKEEFX 121 737 ASTRAGAL I.G.GLASS 60394 M33 08 X.312 PH.TR.SMS 78X56A 130 5/8"I.G.GLASS;3/16"TEMPERED 729 JAMB BUMPER 72087K 1/4"SPACE3116"TEMPERED �ppuctgewrtt0l #6X,375 PH.PN. SMS 76X38PPA 131 1006 GLAZINGVINYL-INSULATED GLASS 658GLKnyrQ.drtM�+�! o 663/664 BUMPER.SHIM .0300RA60 41831 ado/ 734 DOUHLEINTERLOCK STD. MONO. 69494 134 74S DOUBLEINTERLOCK STD. I.QGLAS 60551201 629 1-TRACK HEAD,POCKET DOOR 68176 1007 GLAZINGVINYL-3/16 6T304 GLAZINGVINYL-ll4 614GLK 202 628 I-TRACK JAMB POCKET DOOR 6628 39 GLA INNINTEMPERED GLASS 203 666 OPT.SCREEN RAIL POCKET DOOR 61394 40 U4"TEMPERED GLASS 204 627 1-TRACK SIL EXT.POCKET DOOR 68178M 42 645 ADD-ON STILE COX0 ONLY) 69112 208 631 3-TRACK HEAD 68182 45 755 1/2 X 15/8 REM.-ALUM 6755" 209 632 3-TRA CdC JAMB 68183 46 1214 1/2 X 11/4 REINF.-ALUM. 61214" 210 633 3-TRACKS EXT.W/SCREEN RAIL 68184" 49 749 REINFORCEMENT SPRING CLIP 713RKTN425 211 613 ADD-ON TRACK HEAD 68187 51 1040 MORTICELOCK EADLATCEI 71040 212 614 ADD-ON TRACKFORFRAMEHFAD 68185 52 1040.2 MORTICELOCK EAD LATCH)S.S. 7104OX 213 617 2-TRACK FRAME JAMB ADD-ON 68188 53 CYLINDIIUHOUSINGASSY ORTI 70288K 214 615 3-TRACKS ADD-ON 68189M 54 1016 #8 X.625 PH.FL.SMS 7858ZA 215 616 AFD-ON TRACK W/SCREEN FOR SILL 68190M 55 657 BACKING PLATE ORTIC 4183ON 216 634 ADD-ONHEAD 68186 56 1045 MORTICEHANDLE SET 71045 217 635 ADD-ON SILL 68191" 1Y LYNN 57 COVERPIATE 7VT43 218 638 LOW-RISE2-TRACK SILL EXTERIOR 68952" .'' 58 659 IMORTICELATCHKEEPER 7SDSP5XI 220 636 1-TRACK SU.4 INTERIOR 68274" N0.58705 60 1239 3/16"APPLIEDMUNTIN 68421 222 671 LOW-RISE I-TRACK SILI,EXTERIOR 6W03M 62 665 ICOLONIALENDPIE)✓E 41628 225 732 HLGH-RISETRACK ADAPTER 68313" X730.• S '[ �5:i�� i o aE sHEEr r:A t+. �. r° ' 'V1o�orea+Ho�oaroxrvr ARTSLISTS ;cs .<oR,U iW13/1f M CWMRlNl9$HEEr NaXOWaFLSMGM. a3Ha N Nuc E HE po.egx162DUM.SLIDING GLASS DOOR,NON-IMPACTUW-Wtic p� mwaw%a 312F.K0x2600 NTS 0 n I8 a+ ra 757 N P.E.M 80705 �-- 2,437 �� - 2.310 +-+-- 2.310 r- 2.310 -►{ 1.032 1.45 .880 1- - .890 1-- m 093 IE 082 1 818 083 1 816 083 1,G. LOCKSTILE T 1.376 1.376 062 101 MAT'L: 6063-76 I.G. INTERLOCK 1 � � � #736 ^MATL: 6063-T6 .�"R- f 0 735 --1 1.036 I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK 2,437 I.G. TOP RAIL TOP RAIL MATL:6063-T6 MAT'L: 6063-T6 MAT'L: 6063-T5 MAT'L 6063-T5 134 #745 33 #734 1.032 �- 2.310 --� 111 #618 72 #706 .062 �J 1 STD, LOCKING STILE 1.tL .0�93 MAT'L70863-T6 STD. INTERLOCK 11.0361-- --4489k- MAT'L: 6063-T6 I 2.562 -+I r- 2.662 -=I #705 062 ,062 2A38 2.438 1.096 1,675 1.096 1.575 -�{ .880 r+- 2.845 2.845 �0o0C f REVS q i .890 I 125 125 cKut itwlM I.G. BOTTOM RAIL BOTTOM RAIL El 4c ' � MAT'L: 6063-T6 MAT'L: 6063-T5 115 #619 15 #707 ASTRAGAL ASTRAGAL MAT' 6063-T6 MAT'L: 6063-T6 1� 121 #737 23 #720 �. k'- .600 -1 po O N�o T F 0 1.611 1.250 !+- 1.750 �-1.750 L -«-{1.000 --.1 1.000 45 REINFORCEMENT 46 REINFORCEMENT T + MAT'L: 6063-T6 MAT'L, 6063-T6 #755 }1214 2.0001.750 �Irlrrlr OTE: ITEMS 45 AND 46 LENGTH PANEL HT. - 4 1/4" 126 125 •:,r'�, IiGEN �'•,lF��i 77 FIXED PANEL CLIP, BOTTOM MAT'L 6063-T6 FIXED PANEL CLIP, TOP No.6a70s _ #7178 76 MAT'L,76063-T6 17 SATE FK. fananr L NocrLwsErxrssNEEr EXTRUSIONS,PANELS ="""is''.."40RIDQ1,.' rt+uw 1070 TECNNOLOOYORNE i fr. tafsFlf luwowlw M ocxar+oemissHEEr NaxOMrs,rLs+ara === .- ALUM.SLIDING GLASS DOOR,NON-IMPACT 'sSjt�rl`1�A111, L.M. CJ28/10 N O CHANOE THIS SHEET P.O.Hf?X id?D �1 p.,ftw �+. A.LYNN rM[�ttxf P.E. ,,,.,,�awn D,,, NormMlstLstar� vi.A(yBetter sov2600 NTS 11 t8 757 N P,e.aeeroa F.K. MOM J.d. lef-A&78 J--- L�+- -- 3.624 1.000 I'U(I 2,600 1.667 REF. � I� .062 ANCHOR HOLES .062 -•.{}-.- G2 — TRACK HEAD 70 HI—RISE TRACK ADAPTER MAT'L: 6063—T6 MAT'L: 6063—T5 #702 #722A ��-—3.500 ---*-( 062 2.370 —+� .687 ' � ' � .060 1.594 REF. ANCHOR HOLES 1.010 73 2 — TRACK JAMB HOOKSTRIP MAT'L: 6063—T6 69 MAT'L: 6063—T5 #740 1.687 REF. ^� ANCHOR .062 ►aoauc 6 s HOLES + •iOOb ji*o" 6i L7pIlow"I1,750 .600 Aof- 7p.7 .750�+— I 062 OPTIONAL SCREEN t-�—`-- 4.676 RAIL, POCKET MATT. 6063—T5 72 2 — TRACK EXTERIOR SILL #666 MATT: 6063—T6 #7038 .550 —►I 1-+- 1.687 REF. ANCHOR HOLES 1.750 .062 .662 HI—RISE TRACK ADAPTER tom-- 3,798 MAT'L: 6063—T5 `1�Va�.•''y10ENSo'I,,' 78 2 — TRACK INTERIOR SILL #732 : y�' ND.56705 MAT'L: 6063—T6 #637 M� Su apt j[ 4 auc4ac :0,��""ITE�t7fi testi FA lowaMor L R&WIXEnEMS20t202a2001-MCKFRAME EXTRUSIONS FRAME 6` '.'<ortiot,.•: c�V 1070 TECHNOLDOYDRtm i JJ. 10/13/11 M Ct"QE THIS SWEET NCKOMIS FIL3#276 NON-IMPACT r r�'S,I()NAL. RrAdvr �._ ALUM.SLIDING GLASS DOOR, L.M. SY20 N N CHANGE 13 SHEET P.0.SOX 1618 ! mk u+Naru 0/,r f l 1111 �;o.Yr gwrtp p,K. N0/(OMt$17.31274 I/irtbly Better som5 0 NTS 12 a 16 757 N A.LYNN 0 8706 P.E. F.K. 6BI08R 4 J,J. OIfi2T)8 ADDED FRAME COMPONENTS 6.218 ----�� 4.018 ---+-{ [ } -- 3.002 - -�i {+ 1.800 -►I 1.000 .750 .960 .750 1.000 j� 1,000 082 -+{�^*- j 062 -►{�- .082 -�{I�- ADD-ON TRACK, 2tt ADD-ON TRACK D 2t2 FOR MAT'LR6063--76AME HEAD 2t6 MATT:06063I-T6 2p8 3 - TRACK HEAD #634 MAT'L:#6363-T6 #613 #614 082 .06 062 .440 -►{ �I 887 082 I �L .887 3.187 —+�T ,626 47i 6,094 TRACK FRAME, 2.394 -� 2p9 3 - TRACK JAMB 2t3 2 MAT JAM$ 6063-TON 222 1 EXTERIOR IWl ADD-ON LOW SE MAT L:#6323-T6 #617 MAT L, 6063-T6 #671 J. Nce�p47 +i1Dgi!lbfY[ 062 1250 082 �� .062 440 1 Ampomy 0 /d 44 682 562 .562 I 8127 'L'w' �.�-- 6.184 Y 5,682 3.968 ---+-� �� Zt0 3 -TRACK WMAT'! 60638 EXTERIOR 2t4 3 - TRACK MATT:#;p63 T6 SILL 2J8 2 EXTI ERIOR 80 LOWADD-ON-RISE #633 #638 .062 062 _�798 62 _ .062 662��'$ 582 .682 682�"--- 2,446 �+^ 1.$44 .-- -- 2.204 LYNN 2J5 ADD-ON TRACK Wf 2 -TRACK SILL, 1 -TRACK SILL, SCREEN FOR FRAME SILL 217 1 TRACK ADD-ON SILL J J8 INTERIOR Wf ADD-ON 220 INTERIOR W/ ADD-ON MAT'L:#6063-T6 MATL:#6353-T6 MATL:#6373-T6 MAT'L•#6363-T6 No.68705 ak 7arzab7 c 55 rE 's. 4 R.wArNOCHANQE7HlR r0707ECHNOLOOYDRiVf F, -t- ExTRUSIonIs,FRAME canrTiNUED �� F<ORID�^ •`� ' saw Te OHw ALUM.SLIDING GLASS DOOR,NON-IMPACT �S/ONALc.Mes6 N ++ xia. wNontsR sscan Visibly Berr A _Y lwvE Ftc 09/08M NTS � G ` a 18 767 N REA69708 HEAD&SILL ANCHOR CLUSTERS-JAMS&P-HOOK ANCHOR QUANTITIES TABLE 4, NOTES: DP TABLE REF.>---WEET 2,TABLE 1. SMEET 2,TABLE 2, SN9FT 3,MILE 3. 1.ANCHOR TYPES: A GLASS TYPE> B'd OR r— ale OR D c OR IF- 1)1/4'ELCO,ULTRACON 2)1/4'ELCO S84 CRETE-FLEX 3)#12 STEEL SCREW(135) INTERLOCK&> 9SN SsR 8DR 2.GLASS TYPES: B-3/16"TEMPERED C-1/4"TEMPERED D-6/8'TEMPERED I.G. REINFORCEMENT—HEAD-84 HEAD& HEAD& ANCHORTYPE SILL JAMS P-HOOK SILL JAMS P-HOOK SILL JAMB P-HOOK 3.INTERLOCK AND REINFORCEMENT KEY. &SUBSTRATE N CLUSTER CLUSTER CLUSTER I SSN-SINGLE/SINGLE WITH NO REINFORCEMENT. � 0 SSR-SINGLEISINGLE WITH FULL REINFORCEMENT. UNIT R PANEL oI I I 4 NOM. cc I � SO -SINGLE/DOUBLE WITH FULL REINFORCEMENT. C4 � I 1 § 1 cl§ g " V§� _1� 111 0§1 I I § .ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: HT. § WIDTH x vs - ej csr 'z or CNI - C-4 c'F - C4 C4 cq C-1 cm 24.000 x 80.ODO 06 06 CO 8 a 8 6 JAMBS AND P-HOOKS SPACING-6"MAX.FROM CORNERS AND 28"MAX.O.C. 84.000 06 CS C4 8 8 'T 4 4 6 _r .V I.W..- - AJ� a 4 . .....6' HEAD AND ND SILL SPACING-6"MAX.FROM CORNERS AND 22 5/16"MAX.O.C. 96.000 CB G4 4 4 1.-1 go.000 - - 6 T4 4 C612#612 I- _60- _- -55.000_X80.0DO 'C6 C6 Cal 8 -8 8 6 5 4 C6 C6 C8 e 6 8 6 6 4 CB CS C6 B 10 10 6 8 5 5. INSTALL PER ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL 84.000'dUdd bW B_Y _4* di C8 "Y"W ;f ba-,bo-'do, 8 10 id CRITERIA OF NOTE 4, HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT � U-6 '9'T'd#'d#5#-6i6'j6' W ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK 90.000 dd CO a a "c"d ug'U ud,ere dd 6T. 6-8'.-g""'4" "691" '1`1616' "'T SECTIONS. SEE SHEET 16 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, Cd Cd Cal a M5155 ce C6 C6 a a Ica 1 6 SILL AND JAMB K SECTIONS. di 'i;6 -.6- 5T.or-r-g. 90,000 i2 dl ZW 16'MAX, Rr -- i6flul ir.i.'ir 98.000 ...$•...0_3' 414'M 64, dii W" 6 , ANCHOR 42.000 x 80.000 C6 C C4 6 a W.a 26 1_81 'ir•i.f.4 CBL(;�6 6*6 LOCATION, MAX, a 'a url T b . 84.000 15W 64 r.-ir6"',--4"4l'dd' Zq dam ld T6'fu 9" "T TYP, 90.0oo 9""T a.'6. .66'a*"TF w dt 59 lu 16 16, bd' fa lu"Id 6-_6" 9e-000 '64'6414! fili 441 �W b� _$...$..._8...x.....8.8" 4&%do I"fd 48.000 x 80.000 a a Ce CB C4 8 6 ASTRAGAL OR moDucrREVISM 'a S C6 84.000 t4 C4_1�' "JIF-4--4--4-bN4 U4 W_66* 'Y_ 61 INTERLOCK,TYP. bWW CWO MANCHOR CLUSTER-04 4"-6 (56 d4 8..'_d.__.'.._ 10 10_#F A= Co C4 90.000 Mew,& C6 C4.1 C 96.000 '64 t4 zw 8 5 515 C6 b6 d# 6 Cat 16 . 16"MAX.6 C6 5 11 8 _-6- .w. a C4ff-,d 4 C 6 LCC4 8 -4 r C4 a ANCHOR LOCATIONS, 8. 21- TYP.,(2)PER HEAD&SILL MAX. '�-48'NOM. 48'NOM,— 48"NOM,� 48"NOM. I 11116"MIN.0.C.TYP. -ANCHOR LOCATION, EXAMPLESOL UTIOW MIN.(2) -- ANCHOR 28"MAX. HEAD&SILL-6"MAX.FROM (WANcHoRausTggCB - 90" 28-L PER AT LOCATION, O.C. CORNERS,22 6/16-MAX,O.C.AND CO 2-TRACK TYP.,(I)— AT EACH ASTRAGALOR INTERLOCK, 16"MAX. 0 0 JAMBS&P-HOOKS 6"MAX.FROM Ole, JAMBS.SEE PER AT 8. BHT. FOR P-HOOK CORNERS AND 28"MAX,D.C. MAX. MU 0 'ULT' TRACKSL TOTAL AT HEAD=30 ANCHORS TOTAL AT SILL-30 ANCHORS MAX APPLICATION < TOTAL AT JAMB= 8 AN HORS 8. MA C -HOOK- 5ANCHORS TOTAL AT P 3"MIN.L ., _3=) .. v% 8 MAXMAX. (8)ANCHOR CLUSTER-C6 8.IV 2 15/161"MAX, *.: No,50705 IAX.' 4 ,�00 ......... HEAD/SILL CLUSTER LOCATION TYP, lie 48"NOMMAX.X. SEE C4,C6 OR C8 CLUSTER DETAILS CLUSTER DETAILS FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE o" Rx IaM7407 L AODP-h'OWA(AXSPACINGAAWMWfwL?I-TMGKWM GESPACING l070MCWi0L0GYDRP1ffff3'po,.—. r ANCHORA wx JA 1 31111 M NO CHANGE THIS SHEEr WOMA FL SW5 ll/,,, N& ALUM.SLIDING GLASS DOOR,NON-IMPACT III L.M. N ME!" TOULTRACON P.O.oqx 162P lak A.LYNN MILLER P.E. &2&qarM tMff I NWOM19,FE W74 virl*Better ii�Mzgry NTS REN 58705 ff 09/owm J.J.J.j' 13/8"MIN, CONCRETE ANCHOR 3.4 KSI MIN. CONC, A I-MIN.E.D.,TYP.(2) A (SEE NOTE 1)-\, I 3W MIN.E.D.(21/2°FOR 1.6872x WOOD CRETEFLEX),TYP.(2) (EXTERIOR) D.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE I'MIN,E.D.,A '4 APPLICABLE TO HEAD OR JAMBS WOOD ANCHOR TYP.(2) +::. .r,, — (SEE NOTE 1) NOTE 1. 13/8" 118 AL.MIN. 6063-T5 MIN Ix WOOD DUCK (EXTERIOR) .0 .C.7_T (EXTERIOR) T --L(SEE NOTE 2) 1.687 IW MAX.SHIM 114"MAX.SHIM #12 SMS 2x WOOD Ole. WOOD ANCHOR (SEE NOTE 2) DETAIL-C DETAIL-D (SEE NOTE 1) DETAIL-J IN'MAX,SHIM I (EXTERIOR) NOTES: TYPICALf AME-HEAD INSTALLATIONS N5 DETAIL-F 1.�FOR CONCRETEONS,IN MIAMI--DADEC-OUNTY Q WL41- O S-OR-1/eSS4 INSTALLATI -Lt$F-ONL.Y-MIAMI-DADF--COUNIYAP-RRQ-VEQ-g C ULTRAC -W MINIMUM,DISTANCE.Ff3 M�PENTER CRETEV 6i MBEf6D9M_N37.4'.IMR __Q HO SEE NOTE 1. q EwqHp_RjO CONCRETE EDGE IS 1314-(2112"FOR CRETEFLEX OR - 1.5 KSI MIN, CMU CMU) FOR WOOD IINSTALII!ATIZRrUSE-_ftffi6AEW.$OBALgO - - . 1; -N �1/4-SS4 CRETE-FLEX ANCHORS 5MI3FOb_E6_1_YJ6 WIN. 7 OR 2.WOOD!3ucf(t-deplTCfr=-D-INT-ArSECTIONS Oto T-HfS PAGE AS ix ARE'OUCKS—WHOE�E-7OrAC-THICKNESS-IS-LESS-THkN I 1/Z'.WOOD BUCKS 1,3,4 KSI MIN, CONC. DEPICTED AS 2x ARE 11/2"THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS 8,D AND F ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM{SEE DETAIL J). CONCRETE IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA MAY RE USEQ__ ANCHOR r F77 MIN.E.D. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK, 13/4 (SEE NOTE 1) (21/2"FOR NON-METALLIC GROUT(3350 PSI MIN.).(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, Ix WOOD DUCKP.(2) 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY (SEE NOTES 2) (EXTERIOR) THE AUTHORITY HAVING JURISDICTION. IW MAX PRODucrREVISED DETAIL-E mft*P =wfrhtwFl*e,& 1.687 D.C. (SEE NOTE 6) bwwma we TYPICAL FRAME JAMB INSTALLATIONS WOOD ANCHOR I 1y (SEE NOTE 1) 3.4 KSI MIN. CONC. lx WOOD BUCK,(SEE NOTE 2) (EXTERIOR) 1 3/8"MIN. kaM� . l NOTE t — NOTE1. I MIN. 1"MIN,E,D., f CONIC.ANCHOR • WOOD ANCHOR TYP.(2),& 2x WOOD (SEE NOTE 1) (SEE NOT 1) DETAIL-B (SEE NOTE 2) 2x WOOD CONC.ANCHOR (SEE NOTE 2) (SEE 1) 114P MAX. I 114, 1114" 1"MIN. NI .D. .D. EE NOTE 4) A MIN,E.D. m1 i A87 D.C. (S NOTE 318 WC M11N.C (EXTERIOR) NOTE 1 (SILL) 13/4!'MIN.E.D.(2112- t CONCRETE ANCHOR V FOR CRETEFLEX),TYP,(2) (EXTERIOR) (EXTERIOR) (EXTERIOR) (SEE NOTE 1) 3.4 KSI MIN, CONC. t YN At � E.N4, DETAIL-A tiC DETAIL-G DETAIL-H DETAIL-I No.58705 s TYPICAL FRAME SILL INSTALLATION TYPICAL POCKET P-HOOK INSTALLATION I F.K. 142M"7 L NO CHANGE IS SHEEr ANCHORAGE DETAILS �TATF NO 1070 TECHRIVE CHAW EDGE 07WE-fM CRMFLECA CMU,MOW- ACT P.O.ROK im ALUM.SLIDING GLASS DOOR,NON-IMP Al, 76 J.J. CWNGE tHis$MET N0K0h;/'4 FOLON2 '211;' EN DO W000 EOGE OLSTANCE rd .7 XL'yww"o, E. L.M. R= I Vol*ThTmr FX W _J,. 040zw 1;4 16 16 1 757 REN58101 JAMB INTERIOR MIN. [ 1.6�0 . 7 6 5 4 3 2 7 1 7- 1.59 1� IN. 6 MAN AN AN AN 'V IN ANCHOR LOCATION,TYP. .......... � D.C. � 5AM 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: 1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS. ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRLOCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN THE CLOSED AND LOCKED POSTION. MINIMUM ON-CENTER rRollucrREVIsto DIMENSIONS FOR ANCHORS ARE 1.69"AT HEAD AND SILL AND reewtfi fie plaids 1.69'FOR JAMBS. Ant~Me 0 2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK 2 f"0km***ww FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- TRACK SECTIONS. JAMB EXTERIOR 3 4 9? 9 5q? 5 6 HEAD SILL EXTERIOR HEAD/SILL INTERIOR 7 AM68 U No.58705 Sl R.Wil�r FK IVY L VEI-MACKFAWE MUM DRl&Ij*JP POTENTIAL ANCHOR LOCATIONS P4 N, q J.J. IV/lwl DOOR,NON-IMPACT M NO CHANGE THIS SHEET FOLGI42 L.U. &WI6 ALUM.SLIDING GLASS D N No CHANGE THIS SHEEr Mr I% 114_ 7.7 A.LYNN MUM,P.E. $0274 V41bly Boner 16 N FA 0AXaW SGD25M N P.E.#50705 MIAM MUM-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE vv-."v.miamidadt.Zov/econom1_ PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series� _500�"P_V_C�_SjqgLe�_Hung�_Windo�yy—L.M.I. APPROVAL DOCUMENT:Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets I through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0519.05 and consists of this page 1,and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. tC:16 ;A 19MIAMMADE COUNTY -2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, prepared by manufacturer,signed and scaled by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,DurasealO spacer system, Super Spacere NXTTm spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and seated by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h Edition (2014),dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) Manuel Pefam;P E. Product Control Exam' er NOA No.1 4.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNTPamm 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butaciteg PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasg(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13,expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their'Tronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-5th Edition (2014),dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted tinder previous NOA No. 15-0519.05) 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. 4. Proposal No.16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to POT Industries for their Series "5500"PVC Single Hung Window-L.M.l."approved on 07/30/15 and expiring on 07130/20. i-�IMLL Manuel Per m!�E- Product Control EOm er NOA No.16= Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE; EXAMPLE FOR 28.1/8"MAX.D.C. RADILIS-70P 1_\ A., 6d'MAX.SUCK WIDTH 21.5/8' ANCHORAGE EXAMPLE IMPACTRATING '2*MAX.FROMMAX.D.C. DER(SIM.FORALLVARIES PER REINFORCEMENT LARGE MAIL MISSILdE ALL ""ME SEAM 30* MAX. LEVEL SEE SHEE758.7 IMPACT X.. -7 WINDOW TYPES) WINDOW TYPES) 9,SEE NIA . .01' SHEETS i - — 52-W MAX SUCK DTH I 10*MAX.FROM HEADER(SIM, M FOR ARCH-70P FOR 12" HEA 13,SEE 30-MAX.O.C. A SE9 12'MAX. FRAME SEAM SEE-SyHWEE S 1.1/4' SHEET 3 • SHEET 3 FIXED VISIBLE D, 8&9 LIGHTWIDTH SHEE�4 12"MAX a.SEE A SEE F I— T SHiET 3 SHEET3 _+_12'MAX. STE I Ci �Ej + EQUALLY FIXED SH 4 SPACED VISIBLE -7— A,seE r 12" EQUALLY 17.718'MAX.D.C. ANCHORSPER UGHT 17-71W MAX.D.C. SHEET3f SPACED HEIGHT ANCHORS PER TABLESR-ii 01.78' -OU."YJ MAX.D.C. ff TABLES 9-11 SPACED 17-7/9' 0 0 MAX. ANCHORS PER 84" BUCK TABLES 9-11 62' 0 -7 —I I BUCK MAX. HEIGHT MAX HEIGHT 10'MAX.D.C. BUCK U _T_ C Zflr X HEIGHT IO'MAX.D.C. x 10'MAX.O.C. HE ASSHOW X (01.76. L._._/T ._._ /JLI'GH SASH 13-314!'MAX O.C. EQUALLY _77 --------- L------ VISIBLE.. "I -17 -------- MAX.) T HEIGHT ANCHORSIf EQUALLY 13 /4"MAX.O.C. EQUALLY 1"4"MAX.O.C.OC7 SPACED SPACED SPACED PER ANCHORS PER LIGHT AN014ORS PER TABUESS41 TABLES G-ll HEIGHT TABLESO-11 SHEETs i fps A AN A A 18&6. C 6-irr MAX. B NO ANCHORS AT SI U. 7-1 0 1/2'MAX. '%6-112"MAX, ...... -1 SEE BILL WEEPL .,_j,,fANCHOFlS AT SILL NO ANCHORS AT BIL "M SA OLE SEE SILL WEEP- 11E SILL WEEP- D I ------ 1-1/4 SEE SILL WEEP� NOTCH DETAILS, I 54"M BUCKVVID I N SH VISI DETAILS, W MAX.SUCK WIDTH t SHEETS LIGHT...... NOTCH DETAILS, NOTCH DETAILS, SHEETS SHEET3 SHEE :ET4 ELEVATION FOR TYR FLANGE FRAME EUE—VATI NIFORT :FI_RdR-J �14 NNzirFRAME?, ELEVATION FOR TYR EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION '*wSFIOWNIWITFilEOUALI!-LITE(CONEIGUr RATIO", SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION Up To -ANCHORED-THROU01i THE NAIL-FIN 76"HEIGHT SEE TABLES 7.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5600 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.... .......I 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), ELEVATIONS .............................1 2)SHUTTERS ARE NOTREQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE IfVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM Coo OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4)ALL WOOD DUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS EQUAL LEGIBOX 3 DEPICTED AS 2X ARE 1.112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS To THE STRUCTURE.WOOD SUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL................. 4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS........................6 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6.7 0114'.MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE,USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.. 8.10 7)DESIGN PRESSURES: EXTRUSION PRCIFILES,:::�:::�::�::::I I IG A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM El 300. ASSEMBLY&PARTS 12-13 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL 9 CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS .2014 FLORIDA BUILDING CODE(FBC),6TH EDITION NOT SBENUSED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT :ASTM E130M9 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION PROOLlurnsvism 0)METAL SUBSTRATE TO MEET MIN,STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 'ALUMINUM DESIGN MANUAL,ADM-2010 Do complyhoo With On F(dd& 10)REFERENCES,TEST REPORTS FTL-7964&7968;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NON ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ 'AISI-8100-07/S2-2010 BuIldiusCoda LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,AN IJAF&PA NOS&ALUMINUM DESIGN MANUAL AmopWalw No 11)APPLICABLE(EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. - \k I-',,,--I'/, R"lood fir. pot.: R" expi IkA Dale_m4-'8'20 A)"I'MED SPACERS USER INSTRUCTIONS, JR 05/05/16 By TO SHEET 11. �M.' p Miami 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7, Rvf"d Ito Date- 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS ade n 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN % PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR Dowripub"I ftwn oyl THE WINDOW J ROSOWSKI OPENING OBTAINED IN STEP 1, WILL EST REQUIREMENTS F0 6 GENERAL NOTES&ELEVATION 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOWSUBSTRATE LLM R A 06;fj !�ril YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. 1070 TECHNOLOGY DRIVE 7711s: 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 1'05'/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE. INTEGRAL FIN OR EQUAL LEGIBOX). lkkYNN`N6874E�.b CERT. OF RUTH.#29296 . SH-5500 NTS I OF 13 1'M'Dp-S'H' 5500-01 A P.E.0 05 TABLE 1.ALLOWABLE GLASS TYPES Gi as 9 Frame Glass Frame Frame Description(Listed from Extortor to Interior) Desi n Pressure Ty i- Tables M _8h0etd Types Options ConBQs. Shapes Installation Options that maybe used t` 6 716"Laminated t.G,:118"A Exterior Cap+7/16'Air Space+6)16"Laminated; Liles of 1/8'A Glass wlth.000"PVB InteHayer 4,5 6 (see Fig B) (see Table i) (see Fig A) (see Fig C) " a—7/8 Bmnl ata4Td:.-1)8"'T-Exte-d6t Cap+7116"'Air Spac`T+6fW'taminated,(2),Utea-of 1t8"-A elawv6ith:080'-PVB-tnteHayer—--47 —S""- .,..into 2X Wood Fmme/Buckstdp•sheet 3,option 1 7 718°Laminated LG.:3176'A Exterior Cap+378'Air Space+6118"Laminated;(2)Utes of 1/8"A Glaze with,090`PVB Interlayer ., 4 6 6 Fien ge Equal-Life, Squere/Rect5-18 OdThrough the from ....into Canorste/CMU-sheet 3,option 2 . 8 71W Laminated I.G.;3/16'7 Exterior Cap+318•Air Spikes+6X18"Laminated;(2)Utas of 118"A Glass with.000`WB IMadeyer 4,15 (#2)#2) eUProMw Amh-Top& M the window .. . .. &College Ratltus-Top •-,.through 1X Buckstdp Into CorwretelCMU-sheet 3,option 3 0 7/8"Laminated I.G.!1/6"A Extedor Cap+7/16"Air Space+6118"Laminated;(2)Lltss of 118'H Glass with.000"SG Intedayar 7 7 into Metal-sheet 3,option 4 to 71W Laminated LG.*i/8"T Exterior Cop+7/18'Airs ace+6/16"Lendnated;(2)Chao of 118"H Glass with,OW SG Intedayer 7 7 ..,,Into 2X Wood Frome/Suckstdp-sheet 3,option i 11 7/8"Laminated I.G.:3116"A Exterior Ca +3/8"Air S ea+6181 Laminated;(2)Little of 1/8"H Glass with.00O"$G IMedayer 7 7 Box 7 Equal-Uta, 8quareiRect., Through the frame ...,Into Goneretelf�AU•shoat 3,option 2 12 718"Laminated i.G,:3/18"T Exterior Cap+3/8•Air Space+6/16"Laminated;(2)Was of 1/8'H Glass with.00ZY'SO Inteda er Equal-Leg eg 5-18 Od College Aroh•Top 8 Y 7 7 {#4) &Cottage Radius Top of the window...... „,,gtrough 1X Buckstrfp foto ConoretetCMU-sheet 3,option 3 13 7/8'Laminated I.G.:1/01 A Exterior Cap+8116”Air Space+7116"Laminated; Liles of 3110"A Glees with.0v SG IMedayer 8 7 1....Into Metal-sheat 3,option 4 14 7/8"Laminated I.G.:1/8"T Exterior Cap+611 e'Air Space+7/18"Laminated;(2)Was of 3116"A Glass with.000'SG Into er 8 7 Through the ....into 2X Wood Frome/Suckeidp-sheet 4,option 5 15 7/8'Laminated 1.0.:3118"A Exterior Cap+114"Air Spada+7/10"Laminated;(2)Utes of 3116"A Mass with.000"SO Inted8yer 7 7 J-Channel Equal-1.1te, Square/Rect.,Integral fln...... Into Metas-sheet 4,option 7 16 7!8"Laminated 1.0.:3118"T Exterior Capt 114'Ab Space+718"Laminated;{2}Utea of 318•A Glass with.094•SG tntedayer 7 7 {#1j 6-8 CHaUPraMew Aroh Top& 8 Cottage Radlus-Top Through the frame ....Into 2X Woad Fmme/Suckstdp-sheet 4,option S Of the window...... ..-Into Metal-about 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES B,7,SED 13 Through the ...,Into 2X Wood Frome/Buckstdp-sheet 4,option 5 815 MAY NOT BE 301. IN Integral Fin E q integral An,,..,. ....into Metal-sheet 4,option 7 Min,Edge Min. cera!-lka, s uaretReeL, Group Anchor Substrata THE HVHZ ABOVE 30'. 5.8 Oriel/Prrntew Aroh To & Ola416 Embedment" (#3) F Through the frame--into 2X Wood Fmme/Buckstd sheet 4,option e _ &Cattaga RedtUsTap p- pt or 10 MS.) 116" 1318" of the window...... ,.,,into Metal-shad 4,option 8 #10 SMS Ou em ne Steel,A36• 318° 0.050" (steel.16.8 B.S. •MIN,OF 3 THREADS Steel S1Ud,A653 Or.33' _318" 0,0451"(18 Ga,) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE 8:FRAME TYPES A Aluminum,6063-T5" 316" 01050" SUBSTRATE.FOR 'A'=ANNEALED P.T.Southam PineSG=0.85 7/16" 1.318' STEEL STUDS, ( ) MIN.Fu-45 KSI& 'H".HEAT STRENGTHENED 3116°etas!Uitraaon COnolsle min.2.85 its[) 1" 1318" "T"BTEMPERED MIN.Fy=33 K51• 2 PVB"=.090'K RARA AM PVB UngroutedCMU, STM C-90) 2-1/2' 1.114" � 4 fl BYKURARAYAMERICA,INC. P.T.Southern Pine(SG=0.55) 9116" 1.3/8^ UNGROUTED CMU" #12 SMS VALUES MAY BE 130X OR 5G"_.090"SENTRYGLRS� B (steel,18-8 S,S. Steel,653 316" 0."(18 USED FOR GROUTED �Jj FLANGE EQUAL- INTERLAYER BY KURARAY Or 410 B.S.) Sleet Stud,A8B3 Or.33' 3/8" 0.0451"(18 Ga.) CMU APPLICATIONS. %/_ LEG AMERICA,INC. AIUmIpUm,666375' 318" 0.083" EQUAL-LITE ORIEL COTTAGE 114"steel Ultracon Concrete(min.2.85 Rol) 1" 1-314" C UngroUted CMU,(ASTM C-90) 2-112" 1-114" FIGURE C:FRAME SHAPES _ 114"sisal Creteflex Concrete rain.3.35 ksl 1" 1314" --4 SUCK WIDTH}- ISUCK WiDTHl-+----4 BUCK WiDTHi!- 1/4"steel Ultracon Concrete(min.2.85 Rol) 2-1/2' 1.314" 1/4°steel Ultracon P.T.Southern Pure(SG=0.55) 1" 1.318" ` - 1 3 fl 114"steel Creteflex Concrete(min.3.35 keq 2-112" 1-3/4" 0 1/4"steel Crelefle% UngroUted CMU,(ASTM C 90) 2-112" 1.114" to J•CHANNEL INTEGRAL NRAL P.T.southern Plna(SG=0.55) 1" 1318" IS 114"steel Aggre-Gator Concrete(min.3,275 Rol) 1/4°stoat Aggro Gator Grouted CMU, C-80) 2" 2" L=zj 7/ RECTANGULAR RADIUS-TOP ARCH-TOP BLE 3:ALLOWABLE ANCHORS T ROUGH THE INTEGRAL FIN WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY aODUCT REVISED } BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING PRODUCT EVI complthe ying EVI Florida Group 0 Mln,Edge Mtn. DESIGN PRESSURES AND ANCHORAGE FOR THAT SLOCK SIZE FROM C Anchor SubstrateOcoda Distance Embedment' THE TABLES ON SHEETS 8.10. A.pia..No� "�7�Q.09 E 2;1/2,x,.,131"Comhton,(N©iJ)B P.T.Southam Pine(SG=,65) 318" 2.7!18 !ti;. Revrud By Dctssy». Bxptmtktnunlu Jf (x t2,112"Ring-shank Rooting Neill P.T.Southern Pine(SG=.55) 318" 2.7118" t11 ry _-^ P.T.Southern Pine(SO-.56) 1/2' 1376" Rewaed Sy oats Revision Aliamt dtPradabi r #10 Trusshead SMS Aluminum,6083.75' JXWO.04511 0,050" (steel,18.8 S'S. or 410 S,s,) Steel Stud,Or,33' (18 Ge.) O vF Steel,A3B• 0, MIN.OF 3P.T.Southern Plne(SG=.55) 1- g• THREADSBEYOND (�•' I`t ? ;' GLASS/ANCHORS/FRAME OPTIONS .I ROSOWSKI THE METAL i�iii:1:'•" .' .'I#12 SMS 107D TEGHNOLOGY DRIVE 7itp: Aluminum 8063-75• D.o83" SUBSTRATE.FORN.VENICE, FL 34275SINGLE HUNG WINDOW INSTALLATION-LM 05/15/45 (Steal,16 8 3.S. STEEL STUDS, {841)-480-1600Slesl Stud,Gr.33• _ 0.050'Or410S.S,) MIN.Fu=45 K5t 6 •'f• •• ';:,i.:,�'' SaNw/Alodeh. Scab: Sheet: OrawlnSteel,A36• 0.05T MIN.Fy-33 KSI. p.LYNN 11111,1;6R)fS,E, P.E.#Sata5 CERT.OF AUIN.#29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX OPTION 1DIRECTLY INTO CONCRETE/CMU, SUCKSTRIP INTO CONCRETEICMU. ANCHORED THROUGH EDGE DISTANCE SEE NOTE 2.THIS SHEET. EMBEDMENT FRAME INTO 2X WOOD EMBEDMENT FRAME OR SUCKSTRIP. T- IW MAX SHIM A 16 1/4"MAX SHIM SEE NOTE 2,THIS SHEET, EMBEDMENT SASH VISIBLE FLANGE FRAME 17 I 18 GH WIDTH EDGE SHOWN $T DISTANCE fl 01 EDGE MCE LIGHT TYPE VARIES TYP.ANCHOR SA i LANCE SHIM TYP.ANCHOR TYPE, 42 WITH SASH TYPE, TYP.ANCHOR TYPE, EMBEDMENT AN[ WEIGHT 64 EDGE 30 EMBEDMENT ANDEDGE EMBEDMENT AND EDGE DISTANCE PER 31 DISTANCE PER O DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EDGE SUBSTRATE, EXTERIOR DISTANCE SEE TABLE 2, 87 SHEET 2. FIXE 15 FIXED VISIBLE 4 20 OPT.SASH TOP FLANGE LIGHT .-j- VISIBLE LIFTRAIL FRAME BUCK WIDTH 2 EQUAL LIGHT LEG/BOX HEIGHT FOR ALL WINDOWS: NOTES: FRAME I ANCHOR@ 3.55" SHOWN 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A-A 21 CENTER. SUBSTRATE-APPROPRIATE 22 EgRALNIDOW4 ANCHORS LISTED ON TABLE 2, OVER 30-'WIDE SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBG COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLE 2.SHEET 2. 14 45 46 47 SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY - 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4"MAX. BUCK 16 ggnplm LOCKS: SHIM 0 OR#12 STEEL 1/4'MAX. 50 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING HEIGHT SCREWS @ 8-318' USED INTO WOOD AS PER TABLE 2, Y All i- SMS(65),SEE SHIM 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS 30 THAN 1-1/2'THICK ARE TO BE C3 TABLE 2, SASH CONSIDERED IX INSTALLATIONS,IX SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112'THICK OPT. 86 t USE EITHER OR GREATER.IX AND 2X BUCKS LATCH OR (WHEN USED)SHALL BE DESIGNED BOTTOM LOCK. TO PROPERLY TRANSFER LOADS To FLANGE (2)1- 30 EQUAL INTERIOR 39 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX NOT WEEP LOCATION:Q-SW DESIGN AND INSTALLATION IS THE SHOWN FRAME CHESAT FROM SASH END, RESPONSIBILITY OF THE ENGINEER SHOWN EACH END, 3 OR ARCHITECT OF EXTERIOR 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONINSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 15 OPTION 4 OPENING)IS MEASURED FROM ANCHORED THROUGH AN 0 Comr4yjog With dw FICA* EQUAL-LEG/BOX READING TO BEADING. CHOREDTHROUGH lildws Cob FRAME INTO METAL FRAME INTO METAL FRAME SHOWN 114"MAX SHIM A—ptw=No tF A—tensa G)n .27"X1.25" "'A By NO ANCHORS .1_ WEEPHOLE MIAM awde promd"wet VISIBLE LIGHT FORMULAS Rvlwd Sr.• We. a WICOVER REQUIRED IN FLANGE OR 2.87"FROM EACH END. EQUAL-LEG FRAME SILLS QSASH;BUCK WIDTH-O-Wl votcriptlon: Drm 0 FIXED LITE:BUCK WIDTH-4-318' FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) 1070 TECHNOLOGY DRIVE ntlet VERTICAL SECTION B-B BUCK HEIGHTr2.3-16116' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LMI'05/15/15 (941)-480-1600 S.HoslAlodol. Scale: Sheet: Dmwing N.. a4.LYNN MILL R-.P:6. CERT, OF AUTH. #29296 SH-5500 NTS OF 13 MD-SH5500-01 A TNSTA A"TION DETATCS FOR IN G'FIN&J-CHANNEL,FRAMFS INSTALLATION OPTION B INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP,SEE INTO 2X WOOD FRAME OR ),.__ EDGE DISTANCE ANCHORED THROUGH INTEGRAL )+ EMBEDMENT - NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR 1/4'MAX SHIM BUCK-STRIP,SEE NOTE 2,THIS _" EDGE DISTANCE iB 114•MAX SHIM SHEET. P TYP.ANCHOR TYPE, ^ J•CHANNEI \, 18 VISIBLE WID 17 DISTANCE PER SUBS FRAME - EMBEDMENT EDGE LAO T TRATE, SHOWN Q SEE TABLE 2,SHEET 2. o (SCREW SHOWN) 44 BALANCE TYPE VARIES _ (� EMBEDMENT — -1 T1t4"MAX SHIM —42 WITH SASH ^ TYP.ANCHOR TYPE, EDGE WEIGHT 1 EMBEDMENT AND EDGE DISTANCE 54 30 DISTANCE PER�SUBSTRATE, 31 SEE TABLE 3,SHEET 2. 16 (NAIL SHOWN) EXTERIOR 87 TYP.ANCHOR TYPE, 3 INTEGRAL EMBEDMENT AND EDGE FIXED 20 OPT.SASH TOP FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, VISIBLE OPT RAI J•CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. LIGHT FRAME 1 SHOWN (NAIL SHOWN) HEIGHT FOR ALL WINDOWS: NOTES: SHOWN }} 1 ANCHOR'@I3:vS" BUCK WIDTH 49 FROM END D" 1)USE ONLY 21 iCENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 3$'WIDE; OF SHEET 2.FOLLOW EMBEDMENT p X10-AL3/8' INSTALLATION OPTION SHOWN MAY AND EDGE DISTANCE LIMITS.ANY i/4'MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 4S 4$ 4T SCREWS 18. ADD ADDITIONAL SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2&3 SHEET 2. 14 35 FROM END, BE USED ON ANY SIDE OF THE BUCK o FOR WINDOWS WITH WINDOW. BOTTOM LOOKS: HEIGHT SO 1$ ADD ADDITIONAL USED INTO RY AS ORS ABL OSE SELF-DRILLING SHIM SHIM SCREWS aO&3J$" USED INTO WOOD AS PER TABLE 2. SMS(GS),SEE B5 �— FROM END. SHEET 2.ALL WOOD BUCKS LESS 30 THAN i-U2"THICK ARE TO BE ❑ TABLES 2&3, SASH CONSIDERED 1X INSTALLATIONS. SHEET2, EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS 16 LATCH(SHOWN) DEPICTED AS 2X ARE 1-1n"THICK OPT. Be LO BOTTOM OR GREATER,1X AND 2X BUCKS $' TESTED UNIT CK(SHEET 3) (WHEN USED)SHALL BE DESIGNED Q {2}i" $i 37 30 83 LOCATION:&6/$" TO PROPERLY TRANSFER LOADS FIN ANS D/D INTERIOR TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 00 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN �' o REQUIRED IN FRAME 7 (} SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION �IL1)I THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 YtLODL7C1'1iBVTSBt) OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL p Y B 1/4'MAX PROD t to EWith WSHhpLYNL INTEGRAL FIN , FRAME SHOWN SHIM BEADING TO BEADINGINTEGRAL FIN INTO METAL (INTEGRAL FiN1FLA{,IGE REMOVED} Ra)I Cada o Auuplpl nnealVa ---...,.�,_�. .• .. ' J.. ReNord Byt Dob: nmt Dole .27"X 1.26"Mf-EPHOLE �.�.-�• ':.(t i,.j Y,•, Revklaa: d 38 W/COVER�2.$T" } DY.•• FROM EACH END. �•'�—' I Mimnt nde taduat Can VISIBLE LIGHT FORMULAS Rfvttrd By., pate: Revlotont TYP.ANCHOR TYPE, - EMBEDMENT AND EDGE EDGE DISTANCE WIDTH DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-0.1n' ,r, ® Denrlptfon: 9EETABLE 3,SHEET 2. EMBEDMENT QFIXEOLt7E:BUCKWlOTH-4.3/8" (scREWSHOWN) J-CHANNEL&INTEGRAL FIN FRAMES rcR OSOWSKI HEIGHT(EQUAI•LIT�• wi• y?•' 1070 TECHNOLOGY DRIVE Tttte: Data: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCKHEIOHTR-3.16!1$ dr;;;•,ii, N. VENICE, FL 34275' SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN •'•' '• (941)-480-1600 :j :..� ...,:., INTO 2X WOOD PRAMS OR BUCK- �• ''' Se:tu/Modek Scala: Shook praNlnp No. Rev: STRIP.SEE NOTE 2,THIS SHEET, /(.'L1'tay M4u6R,A.E. CERT, OF AUTH. 2929$ SH-5500 NTS 4 OF 13 MD-SH5500-01 A RES 68706 -1 7/8"NOM, -1 7/8"NOM. 718"NOM. Tir NOM. lie,NOM. r- 5116"AtA PVB— VA- 5116"AIA PV8 7- 7116"AIR SPACE— 5116"A/A PVB 5/16"A/A PV8 5/18"H/H SO 7116-AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS--\ 3118"AGLASS--\ GLASS ap - A 3/16"T GLASS—\ I/8"A GLASS--� EXTERIOR % 'El 1�1 EXTERIOR <D gno-19A <�DEXTERIOR WaSS"t�PE�6 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8'NOM. 7/8"NOM. 7/8'NOM. 7/8"NOM. 7W NOM. 5/16"H/H SO 5116"H/H SO 5/16"H/H SO I 7116"A/A SO I I 7/16"A/A SO 7116"AIR SPACE 318"AIR SPACE! 30AIR SPACE 5/16"AIR SPACE 5/16,AIRSPACME �SS 1/8"T GLASS----, 31`16"AGLASS 3116"T GLASS 1/8"A GLASS L 118"T GLASS--\ 9 - :E L _."OR EXTERIOR EXTERIOR R 0, <3 EXTERIOR <D EXTERIOR EXTERIOR E3— • 76.70 (9— 76.7D NJ GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 718"NOM. 718. On 7116"A/ASG— 7/1 e"NA SO I •NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIRSPACE 114"AIR SPACE --\ 76.79 BITE TYP, 16 MAY NOT SE USEO 3116"A GLASS 3116"T GLASS 11 WITH J-CHANNELOR 72 74 INTEGRAL FIN FRAMES G]EXTERIOR a EXTERIOR - GLASS TYPES 6,7 78.Tg 78 31 &IBMAY NOT SEU9 oi�-ED I'N' EXTERIOR THE HVKfABOVE 30. PRODUCTREVISED as complying with dw No" GLASS TYPE 15 GLASS TYPE 16 RuddWoo3da 38 AcrAptAum No. kki Revised W. Im ImIlmlphto /2D20 By Mimi, ad.Produet r RoWled Dr. vatill Rovido": F • GLAZING NOTES: *X ANNEALED TYP.GLAZING DETAIL *H" HEAT STRENGTHENED : . ?n. Do"*fbm: D°i'"" 'r TEMPERED tr GLAZING DETAILS J ROSOWSKI "PVB" -.090"BUTACrrE US BY KURARAY AMERICA.INC. 1070 TECHNOLOGY DRIVE 171101: 'SG'-.090-SENTRYGLASI By KURARAY AMERICA,INC. • Date: • N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 06/15/16 FOR LAMINATED GLA?JNG COMPONENTS,SEE TABLE 1,SHEET 2. (941)-480-1600 shI Selves/Modal: scale.. Not: Drawing NO, SH-5500 NTS 5 OF 13 !FUw9.11' CERT. OF AM.#29296 MD-SH5500-01 1"A 10167 ow" Nw. Design PreseOrs,roam' a pro mum,61416' 0166 Nl»s paalan PrOaeurO,Ioblf/' w�wk�t iah 6,7&0 1/•50.0 R2 RMPIEhm�a 'u to A4 62.125 406.0/-70.0 R91M.Uv.I 23A Eq.". it's" +650 I TOA +65.0 -700 11.In6Lowl R7 sohattos &Wdw CaI.9e 14.617.116.010 .no •70.0 +65.0 •70.0 R7 Foran Wndm md...h 9146. SEE TABLE 9,SHEETS FOR 26 Eq,a03e ii,M3.14.616 1650 .70.0 +as.o •tGo SEE TABLE t0,SHEET FOR ANCHOR GROUP AND QUANTITY, StardwdPmamv 11.377-11.662 116&0 -70.0 4S.0 •10.o ANCHOR GROUP AND QUANTITY. T.nat 73617.25269 4050 •70.0 +05.0 .70.0 r0.nd,N C01a9. 20.956.2a616 ,611.0 1-70.0 +55.0 .70.0 67379 �Egwt•9i�;tr.mr•xo.OaT�.a6,o;;+704 .6116,6 �, 61u1dnditW- 116,617-17.416 ,19.0 •70.0 .66,0 .70.0� shee.M 11.777.14,510 .aao 1.70,0 +63.0 •70.0 _ Ts1a1 2T.643.31ml .ado 1.7010 463.0 •7ao Qalmnelu 70.617.27.aa2 4ao .70.0 460.o •70.0 Otw+d..l Cataa 2&617.2"16 ,06,0 •7010 46310 .7ao HEADER 44 Epw61p 7°617.2&610 03.0 •70.0 403.0 .70.0 HEADER et.-dad Pra4.w 17.5t7.20.616 .M .704 .010 .760 23 Caamela 14.517.17.618 ,Oxo ao.0 no .7ao 23 Shalat n.3tt-14.ate M.W0 .7-0,0 .0 .05A .70.0 ® TNat 31.663.34011 10 ,43.0 .70.0 SWWid C.N. 20.617.31.662 .0 ,45.0 •7ao EquWa 20.517.20.519 10 466.0 •7ao QMEETING RAIL 46 eta.41dPMJ- 17617.20.616 .66.0 -7ao n MEETING RAIL Cubm$in 14.517-17.610 .0 ,65.0 •760 28 8 O.W.81. 12.617.11616 0 +660 .70.0 27 °att u 11.3Tr•12a'a16 +04.0 •70.0 pMER" Il q TNaI 33.206.37.616 +850 •70,0 40.0 .70.0 v 61671111144 CaOap� 26.dtT•3&207 61166 -TQR 166_0 ,;70.0„ }/ D 23 D •n.3t14q�11a.-'� 77,617.76616;;♦Oaq..•700..vgq,o:,770.0: 23 JAMB C.Q stk. 2x617.23.616 +e6.o -mA +6610 aao JAMS E RIOR SASH 41uMadPIW- 17.617.26510 .66o -704 +66.0 .70.0 SASH HEIGHTcaammm- t4 m- •70A +no 60.0 HEIGHT cal fts 12617.14.510 -Mo -704 .8 a 6010 shod.t itm-12916 ,86.0 40A 445,o .7a0 Tsial 3a517.4L544 4abtl -Mo .bop 1.70.0 e.ad.dca.9.- 3/.517.36616 +astl 70.0_ dsa _700 23 40,01 aa.o': -70.o:I 23 :�aet7.31.s16 7.660 p. sundwra.. 2&317.26516 no .7010 .6510 1•7" SILL -0.2 Coat-Mw Xfti7.73.818 ,650 -70.0 .6510 0.0.° SILL dalomene 17.511.20,616 48340 .70.0 .65o .nt(t C.0%m Sn. 14,617-17,516 4650 -"A 46510 .0.1 C.A..8h. %017.14.6t6 4650 •7010 ,05.0 W3 shwtad 11.651.13416 +68.0 40.0 4a6A L0.5 TOM 30.617.41.644 465.0 1-70.0 ,Bao •70.0 0.00.6ka 34417.3asto .65.0 1 60.8 4664 -7010 9qu"# abli-jam .ma •7010 , 10 •70.0 SECTION DETAIL FOR WINDOWS WITH Ts c>.tamer. 32517.34°18 ,850 -70.0 66.m4 .70.0 SWUM P.M. 29.617.32610 .edo -70.o .no aao SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5 6,7&8 Cmtam511. 20.617.20,616 ,66.0 -70.o .MO -070. LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE Shm-4 36.510.20.e16 .05.0 •70,0 .WD 1665 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 Equ.tu. 36.617.41514 -a •70.0 .850 -70,0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) ab a,romsu 3ae17.oaele 050 •7010 163.0 .673 CONFIGURATIONS) 61wh.1 Prv4aw 36.616.35.510 -aF, .roo ,51.o W0. PRODUCT RKVISED 91.76 T.Iai 4110,4 I,450 -'707.0 ,6610 0.°.6 e3 CoMI)%ng WI It 515 Flodda SEE TABLE 10,SHEET 9 FOR ANCHOR ORO UP AND QUANTITY. 13WI U.4 Cada MIN.SASH HEIGHT a WINDOW BUCK HEIGHT-50.135 As P1°uw No 1(0*, / .�,•. l{ ' f f;f. Re ed W. Dob: Revlefon: IS pi r Ito Dala Dy •,pi.,'. a3imui)qde Nitlduet • R.Waed 1rY Rev74low NOTES' -• „rI•: Devor1pRan1 omwn W. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ORINTEGRAL FIN. (,,(• I DESIGN PRESSURE TABLE ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. - +' •'!� 1070 TECHNOLOGY DRIVE 77tlef Dab: N.VENICE, FL 34278 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UPTOTHE NEXT AVAILABLE WIDTH ORHEIGHT DIMENSION SHOWN •.•'I"" -` (941)-480-1600 ON THE TABLE. ��i LY�•,Mll 1 •RE. S4dee/Modeh Scale: Shoot: DroMnp Ab, Rar, �'�'� , CERT. OF AUTH•J29298 SH-5500 NTS 6 OF 13 MD-SH5500-01 A ABLE 7: T BLE 9: A1..aTyp. ONbm BMn 1 CHeeiTp. OdtamBmM1 8.14,to Lia .. D .dpdon 1.a., B..h HYpM anion PreesufO.148711 13&6 D"cWlmfN9tm1 Bmh Htot Design Pressure lbW MInI.Le1.l R..0QWk1d.1w Rrp.De) um dthIVI R.i.f.lerel -O.QWM.w 772868 ON 6in66Y8tctWMR 0 tMiaAt 6ta.u� vm wW40 48 62123 $4 3 nmpm Bb- 16 24 32 J0 40 40 62174 64 71.6 EWY4q. 11,301 +70.6-170.0 110.0-110.0 +70.0•110.0 +70.0•1140 2348 Eaud4. 11,394 •70.0-110.0 110.0-110.6 470.0-1140 •70.0-1160 NAO 41-06 4760-nab•7048-119-0 +70.0 •110.0 SgMrd C.ttt9. l46t7.ld.a70 479.0 410-0 .7Ad•n8R +760-1te0T.-70-OT-1100 Siclum Calsof 14.617.15.070 •10.0-110.0 40.0-110-0 +7048 410.0 •70.0•110.0 •Tko-110.0 •70.0 410.0 -70.01-110.0 -no•110.0 20 EfWtNq. 11.b6J•11.076 7700-110-0 +740•1104 40.0•1140 +70.0 •110.0 26 EWY41e 11.403-14.616 •70.0-110.0•760-110.0 40.0•114D •7048-1100 +70.6•110.0+7048•tiko •700-110-0 +760.110.0 EMn tm PmA.w itAT7.11.667 +TAO-710.0 +70.8 410A +Tea.1146 +7aa•JtkO CteRdN4P.Diew 11.3T7-lt0S2 •70.0-1100 40.0-1140 •70,0•110.6 •70.0•110.0 40,0•110.0 •740-110.0 •70.0-11CA +70.0 •110.0 HEADER 789411 28.617.70.280 +ro.0•1100 +70.0•110.0 +76.0•110.0 +70.0 •110.0 Tm"I 23517.78.288 •70.0•110.0 •70.0•110.0 Jko-If&D +70.0•1100 40.0-like mol-110.0 4040•110.0 +70.0-110.0 skndNdCglt9. Z0.9d8.21.516 170.0 410.0+760.11&0+740•110.0 +70.0 410-0 17.aWmCN6t4 x.O6O.2J.616 110.0•110.0 40.0•110.0 40.0-110-0 40.0•110.0 •70.6•110.0 .70,01-110.0 .70,01-110.0 40,0•110.0 26 37.576 E4u.UW 17.617•x.W7 +roD.110,0 470.0•110.0 +70.0•110.0 +70.0 •1010 77.370 EWYiOe 17517.20.007 •70.0-110.0 +70.0-110.0 •10A •1146 •O.O•11&6 •0.0•110.0 +7048 4100 40.0•110,0 +74.0-102+0 elydWPcgipw 14617.17.618 +70,6-110,0 +760.1104+766•115-0 +7480-tic. 61"dildptomw 14.617•IT,sie *7Da.11010 40.0•116-0 -ma -11x0 +70.0•1100 .TOO•110.0 .70.0•110.0 40.0•1110 -7k0 •110.0 an5ne. 11.377.14.810 4760 •110.0 +70.0-110.0 4T0.D-067.0 +70.0 4010 shades! 11,377•Icata Oka•110.0 .?DO•110.0 •760•110,0 •700•110.0 -MO•110.0 .7aD•110.0 40.0•107,0 +70.0 4633 Tmm! Z7.487•SLOtt 476-0.11-00+70,0 •90.0 +7DD •930 +70.4 4900 Tmmt 28663.31,01! OkIl.118.0 .70.0•11010 +?-so 77MO .70.0 4t40 +70.0•110.0 1140 4010 •70.0 -0348 40,0 4010 0,.75261.. 2a8t7.27.6s2 .70.0 4fD.o +70.0.110.0 +7410 410.0 +Tao.t1D.o cudomelu 28.617.27.682 .76.0•110.0 -70.01-110.01-70.0-110.0 •70.0•110.0 ODD .110.0 .7ao-110,0 +70.0•1100 •70.0•/10.6 � ,t MEETING RAIL Blndrd CNlp. 23.517 20,618 +70.0•110.0 +70.0•140.0 +760 41xO +70.0 4100 3tamNd Cofmp. 23.6/7-20.516 +Tan-1140 +7ka.110.6 •7048 41!40 «705-i740 +7048-110.0 •70.0-110.6 +70.6-119.6 +7010 •110.0 u 44 EQu84de 20,517-23.610 +70.0•110.0 +70.0.110.0 +740•110.0 +740.1 .0 46 O4uY49a 20.617-23616 .70.0•110.0 40,0 410.0 40.0•110,0 400•1100 .100 •110.0 .70.0•110-0 +ro.0•110-0 •70.0 •11%0 27 Bl.ndrd Rwlnl• 17,617-x,615 +70.0 •11x.0 +7048•110.0 .7ao•110,0 +700•110.0 stan4rdptaiaw 17.617.20110 .746-110.0 +Tao 4110 40.0-1110 +7610•1140 +7ao•110.0 .7DA Alke NOLO-110.0 +70.0-110,0 181+42 Bk. 14.5iT-17.510 .Imo •110-0 +7ao•11x0 +746•110.0 .70.0.110.0 cud-Btu 14.617-17.616 •1kD•110.0 +70.0•11D0 •70.0-110.0 +7D,O•110.0 +70,0•110.0 +70.0-1100 +700-110.0 •710-110-0 0411"1 11.377-14,516 +TOA 410.0 +7QO.1140 +70.0.107.0 +70.0-1630 amddN 11.677-14sis •70.6-110.0'ISO-HOLD •710-110e 48.0-110.0 +70.0•170.0 .70.0 Ilmo *70.01-W.0 +708-103-0 IN" 31.661-36.911 +70.0-ciao +70.0 MOOD +70.0 .930 +70.0 .90.0 Te0r1 31.583.36911 .70.0•1100 40.0•110-0 •70.0•110,0 40.0-110.0 -70A-111D +70.0 40,0 40.0 43.0 •70.0 40.0 rtendrd CSkug. 2&617 31.562 31.562 +7048 410.0 +7ao.110.0 +7ao•110.0 +Tao •t10,o SieedNdcmeDe 2&517.31.182 +70.0-110.0•TDA-110.0 •70.0-110.0 460•110.0•764-110.0 +740 4ta6-KOI-110,0 .70.0•110.0 JAMB 25 awd4. 2,517.20,816 +ro.o 4106 1+To.O I•Hao +740 410.0 +rah 4w.o Eq."b 20.617.28.510 .7048•110.0 400•11ko •700•110.0 40.0-1140 +70.0•1140 -70.0-11De +710 •1160 .7aD •1110 48 8kn4rd PmMw 17.617.x.610 +704 -110.0 1+70.0•110.0 1+70.0-110.01470.01-110,0 49 8104Nd Prolm 17.617-20.610 .70.0-110.0 •710-110. .70.0•110.0 +740•1106 +10.0-1140 +7040-1110+78.0-770.0 +?AD•IIOD EXTERIOR SASH Mwo'sta 14.817.17.616 +71A MOD +70.0 1-ti&O 1140 410.0 4740 411&0 Cud=SIN 14.517.17.610 •7V.0-110.0 •70.0-11ko •700•1100 .70,01-110.0 •70.0-110.0 .70.0•110.0 .70.0•110,0 •70.0-1100 (i7 HEIGHT Cu.brn sk. 12617.14.816 176.0•110-0 +7048.110.0 4700-0140 4ro.o 41.7.0 a9YN11Oue 17,617.14.611 .70.0-110.8 •710.110.0 1•7048 I-lima .769-1160 4TSO-110.0 +700•110.0 +70.0-Ito,* 470.0-110.0 SECTION DETAIL FOR 'y4T BMdmt 11.977.12616 +704.110.0 +7AA-110.0 4700•110.0+70,0 410. g sma"t 11.377.12.618 .7-0,0•570.0 •70.0-110-0 +70.0•1100 +70.0-7100 +70.8•110.8 '70.0•110.0 40.0•110.0 •10.0•1100 TYkY 39208.57.630 +70,0•110.0 40.0 40.0 470.0 -93.0 470.0 -010 Tmmi 37200.37.035 +70.0-710-0 4480-twA 4048•110.0 40.0•110.0 •700•110.0 +700 4a0 .760 410 400 10.0 WINDOWS WiTH Stmdrd Cao. 26617.53.207 .700.1110 +7048 410.0 4TOA 410.0.70.0-tw.o gUMN4cal.p. MIT'""r +700-116.0+rah-110.0 4766.1160 +70.0•1840 .TO.0•110.0 +70,0•116.0 •10.0 412,0 40.6•110,0 LEVEL 773 REINFORCEMENT 26 tf EWeiBh 23,817- 10 +ro.o':110.0 470.0.1160 .ro.o.ttn.o +ro.6-1105 yp EWJ49. 23.517.26.510 476-0•110.0 •70.0•1110 .7040•1110 .7aD •11ao ao.o-116.6 •7ao•110.6 .7o,o-iiia .76,0•110.6 8 GNbm Blu 20,617•ZJ,B{6 +70.0 410.0 +70.0•110.0.7ao•Hk9.740.1'1-04 'e CUO-all. 20.617.23.610 +70.0 41"+76.0-118.0 •Ta0•110.0 +70.0•1160 •Tao-1110+70.0 AMC •70.0 Allo .700 •110.0 GLASS TYPES �•1$ SILL m'0x Bkndrdpmi.w laen•xefo 6040.110.0 +m0.-110.0 +ro.D.110.0 +7aD 4123 49'°M m.M-.P.A.w 17.617.20.816 +TO.O-1140 .70,0-110.0 •710-1100 •70.0-110.0 *70.0•116.0 .70.0-1116 •70.0 •11OX +70,0•11x6 (REINFORCEMENTSSHOWNIN 0.bm Sk. 14617.17.818 -70,0,410A +7048•1106 4700-ICAO +740«110.0 C9Yr9 Ott. 14611-17.518 +70.0-010.0+7&0-110.0 +70.0-116.6 •70.0-I10A +70.0-HDA .70.8-710.0+70.0'-1/0.0 +70,6•110.(7 FIGURES ABOVE APPLY TO O.W.Sks 12617.14.618 +7ko •110.4 40.0•110.6 +70.0•110.0 .70.0-040.0 CuY5m size 17.617.15,576 110.0•110.0 +711.0•110-0 •760•110.0 •70.0•110.0 +700-110.D 470.0-110.0 •70,0 -110,0 •70.0 •110.0 FLANGE&BO)VEQUAL-LEG tih511m1 11.J77.1261a .7048 -170.0 +75.0 4too +70.0-110.0+TaO 4100 shote.! 11.377.12619 +70A-1110-70.01-41101+70.0 41kO +70.6 41Do+70.0-1140 .70.o-IIOS 470.0-110.0 +7kO •ttP.O FRAME TYPES ONLY,ALL T-um"C 36.517-4!.514 470.0•HOA +700•1140 +70.0•110.0 .769 41!8.4 TYktt 35.517.41.044 -70-0-110.0 •70.0 4100 .70.0-110.0 •70.0-110.0 •TO,o•110.0 •7aa-110.0 .70.0.1160 •7010 ADS? CONFIGURATIONS APPLICABLE.) BkMrd.744.05 31.517-31.516 470,0 •119-0 +70.01-110.0 .70.0•110.0 +70.0•110.0 alww.rd C01.9. 31.617.38516 •70,0-1109 .7ko.110,0.70.0•11aa .70.0•11&0+70.0-110.0 470.6-1100 .70.0-1018 +70.0-1030 Ewell 2&017.31.616 .70.0-time +76D•1140+760.110.0 +70.0•1k10 Equ.H4. 25.50.31.575 40.0•1140 +70.0•110.0 +70.0-110.0 4aD•110.0 +70,0-110.0 170.0-110.0 40,0•107.0 40.0 •1024 SWUM PmftW 23817.25,618 +70.0•110-0 #70.01.110.0 +740•110.0 +70.0.110.0 6tWrd PMA- 23517.26.516 -7k0•1100 •70.0-7t9,0 +700•tmo 70.0-ii4o.70.0-110.0 +70.0-110.0 +70.0-"10 +70.0-105.2 02 C wm Sk. ZA517-x-015 +70,0 4%0 +7048-1140 +70.0-110.0 .70,0 410.0 02 C51iDm Bk. 20,617.23516 •70.0-710.0 .70.0•110.0 •70.0 AMC •70.0•IICD •70.0-110.0 +70.0-110.0 •70.0•1w,D +70.0-107.0 Cu.bm Gtr. 17.517•x.016 .70.0 -110-0 +70.0.110.0 +70.0 •110.0 +70.0-110-0 CuYam Bks 17,617.20.610 +7048•110.0 •70,0 -110.0 •70.0•110.0 •760-110.4 +70.0-110.4 +70.0-170.6 •75,0-1110 -7648 4.79.6 Mbm Gtr. 14517-UD Oka-like 170-0 Alas +7ao•110.0+76.0.110.0 Oudwilks 14,417.17.616 +740_110-01-700-110,0 •10.0•110.0 +10.0-1060 •70,0-102.0 •70.0-100.0 .70.0-1005 •70.0 •IDO.0 Oabm Bk. 11017.14.618 +70.0-110.0 +70.0•110.0 +10.6.110.0 47-00 1-110.0 CuY4m ORO 11017.14at6 4040-110.01-70.0-170.0 40,0•w&Z -70.0 •IO0.7 •70.0 47.1 .70.0 444 .70.0 444 -?CO 441 IGLASS TYPES9THRQUGH St ft t 11.064.73616 +710•110.0+70.0•I1ao+7D.o•11aa +ToD-like shO wit 11.164.12010 -MO•110.9 +766-110.0 •70.0•wee -=0 47.0 +TOG 4813 17ao 40.1 •70.0 •10.0 .70.0 40.0 16 MAY NOT BE USED WITH rmw 39.617.41,66 .ro.D.110.0 4x.0•neo .ro.D-Hao.Tea.Hao TY m1 3%617-41.044 -7Do•172 •70.6-HDA .70.6•11D.o 466•Hao +Tao•110.0 .70.0•110,0 410.0•101.6 •70,0 46.0 J-CHANNEL OR INTEGRAL Cuab.Sk• DSAIT-30.619 4710 410o .70.0•170.9+70.0 41%0 -7ao.11%0 CV1S0motm 32.8/7.30.514 .71,0•119.0 .70.0 ciao .70.0•"ko +70.0•ttko +rao•110.0 +78.0-110.0 -7046•101.7 470.6 46.6 •FIN FRAMES EW". -Sk 38.817.35.610 4TDA •110-0 +70.6•1110 .ro,6•1{0.0 +ro.0.110-0 OWY4te 75.517.38516 .70.0•110.0 •70.0•110.0 -70.0•110.0 +70.0•110.0 .70.0•110.0 .760•110,0 •70.0•IODA .70,0 48,0 76 Gwbm eke 44.817.08-018 .10,0•/w.0. +7180.110.0 90.9-tfao +mo.110.0 76 Cuuem ske 32517.35816 -ISO 4100*7Ao-tike +70.0 4ta0 .76.6 1•110.6 1-TOO I-it040 +760-Ito.* +70.6-IOD.T.70.0 •05,2 St.ndrd Pta,Yw 29.617.32,616 +TSA•110.0 470.0•110.0 4ro.0•1140 'no-110.0 812UNd PrOAm 20.61)•32315 +70.0•110.0 •10.0•11D.0 40.0•110.0 -0.0•110.0.70.0-110.0 +70.0•00.6 110.0 •1015 •70,0 Pat tlrI.m 6128 20,617.70.618 +70.0•110.0 470.0-11k9 +ro,o.Hao Oma 4110 C.A mak. 2&517.26516 +70.0 4100 .71k8-1140 +70.0 407.9 +70.8 4044 +70.0 •08.9 +70.0 40.4 .70.0 96.4 +70.0 96.4' Ohrtmt 25.616•20.616 .7040-nae +70.0-110.0 •7048 •710.0 +70.17.114891.71161 2&efe•2&510 +7pA 410.0 •70.0 110.0 .7D.0-lace +70.1 -09.1 .70.0 95.1 +70.0 -021 170.0 924 +70.0 924 Oqu04Re S80IT•41.641 .70.0 4/190 •70.0-110.0 +10.0 •110.0+10.0-110.0 EWY4pe 34517.41-044 400•1110 +70.0-110.0 .70,0-110.0 +7048•110.0:70.0. +TAO-1994 +70.0 46.7 Mo:41./ N auaman 365t7.3MIS .10.0.l10A +70.0-goo +70,0.1two.70.0•iloo 0i CweDmeW 35317.30.610 «740•710.0 •70.0-110.0 •70.0-107.9 +70.0-1021 •70.0 -02+5 •70.0 -064 +70.9 -0e,1 •70,0 -0/.8 66M.M p1vMw J511a•10.616 +140-110-0 +70.0•7140 4x.0.110.0 +7561-1100 Btamlrd P.A- 32818.38670 •TOLD-110.0 +70.0•110,0 •70.0-1028 +70.0 47.9 •70.0 -033 •70.0 -0481 .7048 4948 +70,0 -00.,0 PRODUCE Rt{ViSRD 94.76 76448{ '• •47.644 +7048 47.7-0 *7048-1100+7DD.1146+7DA-0t&b 91,78 TYkst " .41.644 +700 4105 -7-01-110 -7040•1026 110.0 -07,0 •70.0 -03.3 •70.0 40.1 110.0 4048 110,0 -00.0 00 complylnp With do Flarib SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY, SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. 11111{ding Cada "MIN.SASH HEIGHT r WINDOW BUCK HEIGHT-60.136 "MIN,SASH HEIGHT=WINDOW BUCK HEI( :: RMsed Acdapfanli at }� � 8y7 0518: RevM9n1 � 111441 n49te ;' • BY 01�b ReWsed 8y; 057.: ReW61on: --- tai{mni lade PladiwI NOTES: .,.+ / B Deeodption: omen*4 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. . L.(- DESIGN PRESSURE TABLE J ROSOWSKI 6 .' 2)FRAME DIMENSIONS ARE SUCK.SASH 11410117 IS AS PER THE FIGURE. '%+••""` - N.1070 TECHNOLOGY DRIVE ntte: cow - N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN •''•-• (841)-480-1800 ON THE TABLE. -• -0.81'1114 MILLER,rF,(nt 587189/Modeh. seat.: Sh.Att Omwing No. ReW Pl�.a6s7aa+ CERT. 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F �o� tcCn6an�a�a�mmn �� Z n $ 3.500' 3.500" 3.60WW 3.600r mr .062' 062" .062" ILA- 1.483* .060* J4 1.184- 1.483' 1.48r 1.483' .070' FRAME .626' FLANGE FRAME FIN FRAME EQUALLEGFRAME mer Asu" :IN AM 1.375 HEADIJAMS HEADIJAMB 04 HEADMAMB UGHT SASH HO SASH T @REINFORCEME25 NT REINFORCEMENT 3.483" 3.483" 3.03" 070" 1.182' .06r .002- .062' 3.483" - 070* 791- .036 1.041'�-= . L 130" 2,444' 2.4 2.444* 1 0 r"' 1W 2,444' 1.3417 STANDARD D MEETING RAIL MEETING RAIL HD uD REINFORCEMENT .0 5" 6'j- L--JL 01 J-CHANNEL OFLANGE FIN FRAME EQUAL LEG 376* 1.37W FRAME SIU. T FRAME SILL (DSILLFRAME SILL 1.872" 1.641' T 1.216' 1.630' �j�. -1 21 1.472' 1.665' 2.100 a' Il .347- 1.231" 1.000" cool .974" 1+114 .035* - - 5. 050" 7 f .070 14 FIXED SASH RAIL BALANCE 19 SASH STOP I ILIFT RAJL LIFT RAIL 21 EVELED 202 BEVELED MEETING RAIL SCOVER SCREW COVER S INTERLOCK 20 INTERLOCK COVER NTERLO, INTERLOCK COVER ?RODUCT REVISED -3=nPlyins vvith om Flo" IMiilding Code rnn-No 161.0 14• I r.' ..I. .l. RfWs*d By. Date: Ravlakn., E, 864' 175" 300* ....... Rwf"d Br. Date. 754' .760" 035' 025' -4- Dasorlpflon: Drawn By: aLAMI 10 EXTRUDED ROLLED WINDOW EXTRUSIONS J ROSOWSKI BEADING S SCREEN FRAME SCREEN FRAME I - 1070 TECHNOLOGY DRIVE 7mal N.VENICE, FL 3427S SINGLE HUNG WINDOW INSTALLATION-LM 16/15 (941)-480-1600 ----T "A(L*P;�(L..Lei,,P.E. sort'lodsp Scale: Sheet: D-Mwlng Na Rx. CERT.OF RUTH. #20290-1 SH-5500 NTS 11 OF 13 1 MD-SI-15500-01 A TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL BILI of Material Bill of Material,coni STRUCTURAL SILICONE # Part# Description Material # Part# Description Materiel STRUCTURAL 1/4"NOM. FOAM 3/18"NOM• 1 ng a ung rams ea m BER 72DI97 Auto Loc Mec an m C es! POLYiSOBUTYLEN WITH 2 620 02 Singe Hung Frame Head&Jambe-Flange PVC 46 720196&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 3 620103 Sfngfe Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Look Cover Assembly Cast Zno FXT.GLASS EXT,GLASS 4 620104 Single Hun Frame Head&Jambs-Equal Box PVC 48 76X1180PTX#6 x 1-116"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SHIDH Frame Siff- -Chatmai PVC 46 720200 Auto and Sweep Look Keeper Cast Zinc 6 620106 SHiDH Frame 6111-Flange PVC 60 70X44PPA #0 x 314"PH.PH SDS K Screw) SS 7 620107 S DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC iNT.GLASS INT.GLASS a 620108 SWOH Frame SIA-Equal Leg/Box PVC 52 420182 LIR Pull Rail 110 Latah Comer Key PVC 74 620131 Fixed Meeting I P C 53 7634PHFL #6 x 314"Ph.FH SDS{Gomer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 64 420183 Tait Latch PVC 79 4SG TPS 77 SPACER'NXT"' 17 620134 Balance Cover PVC 65 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 68 720207 1"TIII Latch Spring SS 19 62D166 Pull Rail Interlock —MVOMAT 57 420188 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 IPull Roll Interlock Cover PVC 68 720192 Metal TI t Latch Finger Pu!! Cast Zne REINFORCEMENT p0LYLSO- DESICCANT FILL AREA BUTYLENE 21 620157 eeusied Interlock 6005 T5 AI 69 420180 Pivot ser Comer Kay PVC 6"16"NOM. SEALVINT.GLASS 6f16"NOM. 22 620146 Bawled interlock Cower PVC 60 720206 Plwi Bar SS BUTYL& SILICONE SEAL 23 620160 Light Sash Reinforcement 6063 T8 At 83 20191 Sash Pull Handle Cast anc DESICCANT ROLL-FORMED 26 620152 HD Sash RekNoroement 606376 At 84 20194 Sash Prdi Handle With latah Assembly Cast Zno FOAM STAINLESS STEEL 26 620153 Standard Meeting Reil Reinforcement 6005 T At 85 78 PT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meetin Rail Reinforoemant 80p8 T6 At 68 420188 Bottom Latch Stoke Plate Cast Zino EXT,GLASS 30 01644 Weatherstrip,.187"x.270"Fin Pile 67 6B #8 x 618"Ph,FH SMS Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flax PVC 72 720136 Leml I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPlle 74 Backbedding,GE 7700 or 791 Silicone INT.GLASS 33 61825 Weetherstri Plug,.220"Flnseal 75 71646N Setting Block 1T x 1"x 118"),86+!-6 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) so 61012 Extruded Screen Frame Alum DURASEAL0 XL EDGEr"' 79 36 7WGTHPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roil-Formed Screen Frame Alum 7e, SPACER SPACER 37 71669SP Meeting Rall Screw Support Plate 6063 T6 At 62 7CKOLS21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 63 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720X1000( Constant Force Balance 84 47041 Soreen Comer Key without Pull Ring X2 PVC 41 #8 x 314"Ph,FH SMS(Con.Force Balance Screw) SS 851 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 1 87 161635/616141.140-Screen Spline Machine/Hand Roiled Vlnyl 44 7SX114FPAX#S x 1-1t4"Ph.FH SMS{Spiral Balance Soraw} 410 SS Part# Description Material 78 Kommedinp 4SG IPS Spacer System rLtODUCT R1iv1SB0 77 Quanex Super Spacer nXr with Hot Mali Butyl Sea this ILI lhol og5virh do Florida 4 h:ii4ina Code Sheat for A1�Nr,mwNotre-c,7t4.c�3 78 Quanex Dura$eal Spacer Materials t Flnnionvum �1t2D 79 Cardinal XL Edge Spacer Revrssd Byr DoMr Rsvblon: E CE TEST REPORTS:FTL-6717,$ &8970 rI-;':``r, JR 05/05/16 A)ADDED SPACERS Mlno�r Indo Pro4vai . I:r Rsvrssd Hr. Dais: Revwoa: Osarrptrocrown*7 m � s l f y+jb r BiLL OMATERIAL{BOM} J ROSOWSKI I :.;,.:,.1•r .• ,. 1070 TECHNOLOGY ORIYE Trrls: UtNt NOTES: ;.•.•' ; N.VENICE, R 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ' {941)-4$D-16G0 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. " L`•+icy t ., R P.E. SaraSH- SN 1 cMD No. Rsv. 2)ITEMS#9-13.16,24,28,29.34.39.61.62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.Lyp 958705 P' CERT.OF AUfH.02929$ SH-5500 NTS 12 OF 13 MD-SH5500-01. A I 1 - OPT.SWEEP LOOK OPT.AUTO LOCK 16 47 20 @OR 58 48 Soft 62 65 1 55 45 OPT.PULL RAIL 002 OR 84 INTERLOCK& COVER 66 35 e B 116 OPT. BEVELED MITERED FRAME WITH @INTERLOCK INTERIOR AND EXTERIOR 16 &COVER FRAME WELDS 72 X4 54 so 72 X4 --@ ! / il. I.- 80 Sol OR OR 801 > /-0,4 C{ACHSS'10 SCREEN 49 60 OPT.PULL HANDLE ASSEMBLY<— ASSEMBLY 84 WITH LATCH �tS T ILS DETAILS 41 @ CONSTANT 16 @OR 83 40 BALANCE 40 OR @ OR OPT.PULL 42 43 SPIRAL BALANCE HANDLE 03 MITERED FRAME WITH SA INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 6 DETAILS ERIOR 63 molplyins with lha FIjwtd$"' ....... TO 63 0 R Colde,I ............ .......�t—...... A W'o'% �_o ........... ---- I )at FRAME .....—------ rl� rat va ASSEMBLY . ...... ~Revived By. 001.1 DETAILS Br min )4(k,Ptb4wt ftWead Br Dotc Roylsim., VOTES: EXTERIOR J)"oriptto": omwo sr. EXPLODED ASSEMBLY 1 J ROSOWSKI 070 TECHNOLOGY DRIVE 7711s: Date: SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE FL 34275 SINGLE J-CHANNEL FRAME SHOWN.PARTS IV I&5.OTHER FRAME TYPES APPLY. HUNG WINDOW INSTALLATION-LM 06/15/15 I I FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. (941)-480-1600 17mroft No. Rev: USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS, 168745 P.E. CERT. OF AM. #29296 MD-SH5500-01 A F OF BCI5 Home f Log In ; User Registration Hot Topics ! Submit Surcharge F Stats&Facts ? Publications ? FBC Staff �! BCIS Site Map i Unirs j Search Flaida a Product Approval i;, USER:Public User r Product Approval Menu>Product or Application Search>Application List a V. s Code Version 2014 FL# 5891.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL SeaxrchReisults-`A' Iications F T e Man actnrer ; x: Vfliidated B Status r. s EL 891- Revision Thermo Tru Corporation Ryan J. King, Approved RS FL#:FL5891.2 RE. History Model:b."SmoothStar" (813)767- Description:6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or 6555 Outswing Configuration Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.cooyrlaht 2007-2013 State.of Florida.::Privacy Statement::A,rcessiblilty Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The entails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,FS., please dick here. Product Approval Accepts: ®ER M `:SecurityMetrics Credit Card Safe; https://wwiv.floridabu'ilding.or"rfpr app Ist.aspx 2!8/17,12.07 PM Page 1 of 1 THERMA-ITRU 37.59"MAX.Q.A. FRAME WIDTHNt * � m THERMA TRU DOORS `,>�".. •f '•\'� = 6 T 113 INDUSTRIAL. DR., EDOERTON« DH 43517 PANEL WIDTH X0"X 6 f8rr B a a „SMOOTH STAR" FIBERGLASS SINGLE DOOR sa INSWING/OUTSWINGZ 'IMPACT" a � GENERAL NOTES �Ell i, This product has been evaluated and is in compliance with the Sth Edition(2014)Florida Building a! Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shah be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. v 3. When used in areas requiring wind borne debris protection this product compiles with Section 1609.1,2 of the FBC and does not require an impact resistant covering.This product meets missile N tevel'D7 and excludes Wind Zone 4 as defined in ASTM ET 996 and Section 1609.1.2.2 of the FBC. pp Wp O 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x ° V) buck masonry construction. o a o� S. Site conditions that deviate from the details of this drawing require further engineering analysis C by a licensed engineer or registered architect. 4-1-TaeLEOFccNrENrsSHEtTN DESCRIPilDN1 T pical elevations,design ressures&general notes 2 Door panel detalis ,1 ��f?(�4( FtS C PGSitIVE: NEGATT o 3 Horizontal cross sections " mvvE 4/2,3/08. 2 d Verifcaicross secttom " r, seas: N.T.S. 9 #NG,'. 37;39•x 8219wS +67.0 �67 0_i a ° 5 Buck and frame anchoring-2X buck masonry construction L— M.er: AL m E 6 Frame anchoring.I buck masonry construction QUTSWING 37.54"x80.69" +67«0 -67.0 I)PAMNO No.;LF5 3 7 8iB of Materials&Cam Components rc FL-589L2m SNEEr 1 IDF 7 .f 46 . : i I.AM. EXTERIOR gg 43 /rrrr*114 t z 0 y = xZ 44 9p°eow p 47 INTERIOR ;r.s 42 a W m d�` 46 � �a HORIZONTAL CROSS SECTION 2 2 0 o O 1— a EXTERIOR INTERIOR a v $ � AZ POOR TOP RAI! 43 LATCH STILE I 11 E�'� © 2 2.38" Lo O o Q � C OR PANE! 8 {D moofhStor �T-0 ^mom m' 2 VERTICAL CRASS SECTION N DAM 4123108 i Soup: N.T.S. r GE STILE 4S D O BiM.RAtL cwo•BY. AL cwc BY. LFS 3 0NAWIN NJ � FL-5891.2 c O SNEES 2 6FZ N iy`i ..,..•4C,, s� = a 9 10 H ® ® INTERIOR 10 a° y �s., ovz ."I sqM x 8saz i0 Emow 21 N 9pa maaP, 17 v2 EXTERIOR c 1 c 3 a0 7 ° a 3 S i BZW 20 E d C A oy 0 1-1i4"MIN. 0 3 4 EMB.ITYP.1 K a a 3 HORIZONTAL CROSSS SEC17ON ! a � 3 Shown w/1X suta-buck y a a 27 9 a a0 INTERIOR INTERIOR 3 10 1TO r V1 i3 ° EXTERIOR EXTERIOR 40B 20 �y rD K K �y N z ° 20 pATFa 4 23 0B z srau N.7.S. 9 1-11�"MIN. B C 8 owo.Erc, AL m' EMB.(TYP.1 E CHK.BY: LFS 3 1-1/4"MIN, oruwiHa NO.: 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION m 3 Inswing configuratlon ----_------- EM&(NP.1 FL-5891.2 0 Inswing coritigurohon SHEET 3 OF 7 G d 01, ° •v . . "... G v ' E d 'h • a • CI Npj2 i g •. _ d _ K —�. — -- m m a C o d0 � 19 7 19 7 8 INTERIOR EXTERIOR 8a INTERIOR EXTERIOR 9 m �i� A YQ� t VERUCAL ROSS SECTION 2 VERflCAL CROSS SECTION _ �� c q Inswing configuration q Shawn wli}f suirbuck 0: �_ o 0 0 v a INTERIOR EXTERIOR EXTERIOR INTERIOR o G7 �p O 40 p0 a 33 7 18 c 4 23 08 oArE: _ score N.T.S. 3 DWG.ah AL m' 3 VERTICAL CROSS SECTION q VER17CAL CROSS SECTION 4 Inswing con8gurat on q Outswing contlguration ate.ay, t.FS 3 DRAWING ND.: Ft.-5897.2 c sNe£r 4 or 7 b d f• e a . a � a ` a ':�S�j tib•* � i'�� D o{ 0 2 azo MASONRY TYP.HEAD& MASONRY q OPENING JAMSS OPENING �. m o.o. eZ d 50 FRAME K V �3z 0 t TYP.HEAD& " n JAMBS €r O oo 2X RUCK--\ !t U0 azo } w 2X BUCK � z o � Y O �m 3 �a o a.. 3 N 0 RUCK ANCHORING STRtKEJAMB FRAME ANCHORING HING JAMS g Masonry 2X buck construction N v' CONCRETE ANCHOR NOTES: R a i,Concrete anchor locations at the comers may be adjusted to maintain the min. o edge distance to mortarJoints. a y 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to a maintain the min.edge distance to mortar joints,additional concrete anchors z may be required to ensure the'MAX.ON CENTER"dimension ore not exceeded. 9 w 3. Concrete anchor table 28 K m MiN CLEARANCE MIN CLEARANCE: N a ANCHOR ANCHOR MiN TO MASONRY TOAOJACENT 10 a 27 K -r., 4123108 i ITW a 1/4" 1.1/A" 7i 4" seuc: N.T.S. 9 TAPCON mm,BY. ELCO „ ULYRACON® 1/A” 1.14" " CHK.6Y: LFS 3 REw INSTALLA77ON NOTES: o�"o xo.. Maintain a minimum 518"edge distance,i"end distance,&i"o.c.spocin HINGE DETAIL LATCH b DEADSOLT DETAIL FL-5897.2 m°o of wood screws to prevent the splitting of wood. slicer 5 oc 7 w O r: '~j��?}�•y, .•'.Gi\� off'�5 �(j\ • yT • ` M6� ♦ f "fit I Z O R7 2 �a34 E 9oa M MASONRY - OPENING Cz J FRAME se TYP.HEAD& • 27 C' m� JAMBS -0 - 0 I BUCK U� s LATCH&DEADSOLT DETAIL z F K � o 0 m �v: NE-1 a LU . v • v' •t N $nWJAMB FRAMEANCHORING HINGE JAMB a H Masonry 1 X buck construction 8 0 0 CONCRETE ANCHOR NOTES: Q 1.Concrete anchor locations at the comers may be adjusted to maintain the min. c edge distance to mortar joints. y 2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to. maintain the min.edge distance to mortorjoints,additional concrete anchrs H P may be required to ensure the MAX ON CENTER"dimension ore not exceeded. in N 3 Concrete anchor table 10 N^Q ANCFlOR ,ANCHOR MIN M!N CiEARANGE M!N CLEARANCE 10 - TO AAASONRK TO ADJACENT TYPE' srzEAM6EbMENTN z EDGE. ANCHOR ..;; DAM 4 23 Q8 i TAPCONa 1/4ITW " 1.1/4" 2" 4" sr". N.T.S. a 0".ft AL m' gTAPCONe 3ji6" 1•lj4" 3" 1-1/2" cra.ft. LFS 3 5 WOOD SCREW INSTALLATION NOTES: HINGE DETAIL o NO,: a t.Maintain a minimum 5/B"edge distance.I"end distance,&I"o.e.spacing FL-5891.2 a b of wood screws to prevent the splitting of wood. sNCEr 6 of 7 a V, ••......... BILL OF MATERIALS 4C ITEM DESCRIPTION MATERIAL A 1X BUCK SG>=0.5S WOOD ��z • � 8 2X BUCK SO>=0.55 WOOD 4.56' %VVY C MAX.i/4"SHFM SPACE WOODrr ............ D 1/4'X 2-3/,V'PFH ELCO,OR ITW CONCRETE SCREW STEEL >A E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 -G 3116'X 3-1/,V'PFH ITW CONCRETE SCREW STEEL Em 9 H 1 If x 3-1/4'PFH ITW CONCRETE SCREW STEEL 90cw J 114"X 3-3/4"PF ET 2'"PFH WOAD SCREW STEEL 20 J t, -M H CRETE STEEL &IlgD LZ H_E_A_A Jamb c STEEL 4 % st4 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM Q. 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 f'X 4'HINGE.097"THK. STEEL 10 01OX3/W'PFHWOOD SCREW STEEL a: at 17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 2.2Cr 18 LOW PROFILE OU7SWING SUMP FACE THRESHOLD ALUM./WOOD 19 HEADER JAMB(PINE,S.G,>=0.42) WOOD 20 SIDE JAMB(PINE,S.G.;-0.42) WOOD og 21 KWIKSET SIGNATURE SERIES(780 DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 4.62' 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. 40 FIBERGLASS DOOR PANEL-SMOOTH STAR 41 SS DOOR SKIN.079'MIN.THK.FIBERGLASS BY SMC THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI 42 TOP RAIL COMPOSITE 43 LATCH STILE LVL WOOD 44 HINGE STILE WOOD 45 BOTTOM RAIL COMPOSITE 2 I V) 46 1 POLYURETHANE FOAM CORE-1.9 LOS.DENSITY FOAM 5.76' 47 1 LOCK BLOCK REINFORCEMENT WOOD NOTE:WOOD/LVL COMPONENTS(PINE.SO>=0.42) gal z It z DATE, 4123108 scALF-, N.T.S. owa.ft 5 AL M CHX.sr: LFS OPAMNO NO.: FL-5891.2 SKM 7 OF 7 9 MIAMI- MIAMI-DARE COUNTY LZELUM PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2509 NOTICE OF ACCEPTANCE (NOA) www.mismidade-govIeconomy Rollingshield,Inc. 9875 N.W.7911 Avenue Hialeah Gardens,Florida 33016 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply witli the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "RS-1 High Velocityum" murn�Accordio'nSLutterS. tem. APPROVAL DOCUMENT: Drawing No.0 1-12(RSI-06),titled"RS-I High Velocity Shutter System", sheets I through 9 of 9,&2A of 9,prepared by V.M.Engineering,last revision#5 dated April 22,2015,signed and sealed by Morgan Villanueva,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. AIESILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS20 1,TAS-202, and TAS-203,unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA_Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#15-0505.01 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E-4& E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. N10A,N6i�416T,07;t.Q I MiAMFlaAADEGOur�rr f1tiol �-x�pira- JAPPROVED1 xpiratioiaW�tie:17601'§d ate:0911512016 Page 1 Roffimphi k1d,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0822.03 A. DRAWINGS 1. Drawing No. 06-003RS1, titled "RS-1 High Velocity Shutter System ", sheets I through 9 of 9,prepared by V M Engineering, dated July 05, 2006, last revision 41 dated November 2.5, 2006, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 06-1826 C. CALCULATIONS: 1. See Association's generic approval under 06-1826 D. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-1826 F. STATEMENTS 1. Release letter issued by National Shutter Association, dated October 19, 2006, certifying this product to meet the criteria ofproduct tested and approved, and allowing Rollingshield, Inc. to use the test results approved-under Miami-Dade County Approval No. 06-1826, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V M Engineering, dated October 19, 2006, certifying that the drawing(No 06-003M)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06-004M). 4. Acceptance Letter issued to Mr. Jose Delgado on December 10, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0206.03 A. DRAWINGS 1. Drawing No. 06-003RS1, titled -RS-1 High Velocity Shutter System'; sheets I thru. 9 of 9, &2A of 9,prepared by V M. Engineering, dated 0710512006, last revision#2 dated 1111012006, signed and sealed by Morgan Villanueva, P.E. on 02102107 6�11elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09/15/2016 E-1 L;. Rollimgshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 06-2372. C. CALCULATIONS: 1. See Association's generic approval under 06-2372. D. QUALITY CONTROL 1. By Miami Dade County Building Code Compliance Office, E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-2372. F. STATEMENTS 1. Release letter issued by National Shutter Association dated October 19, 2006, certifying this product to meet the criteria ofproduct tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami-Dade County Approval No. 06-2372, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V. .M. Engineering, dated October 19, 2006, certifying that the drawing(No. 06 003RS1)prepared for Rollingshield, Inc., signed and sealed by .Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06-004RSi), revision#2. 4. Acceptance Letter issued to Mr. Jose Delgado on December 09, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0604.13 A. DRAWINGS 1. Drawing No. 09-008RS1, titled "RS-1 High Velocity,Shutter System', sheets 1 thru. 9 of 9, &2A of 9,prepared by V. M. Engineering, dated 0511412009, last revision#3 dated 0511412009, signed and sealed by Morgan Villanueva, P.E. on 05127109. B. TESTS 1. See Association's generic approval under 09-08301 C. CALCULATIONS: 1. See Association's generic approval under 09-0830. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:0.1119/2022 Approval Date:09/15/2016 E-2 Rollineshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 09-0830. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated May 21, 2009, certifying this product to meet the criteria of product tested and approved and allowing Rollingshield Inc. to use the test results approved under Miami-Dade County Approval No. 09-0830, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated May 21, 2009, signed by Mr. .Tose Delgado. 3. Letter issued by V M. Engineering, dated May 21, 2009, certifying that the drawing (No. 09-008RSI)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 09-016RSI), dated May 29, 2009. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-1227.04 A. DRAWINGS 1. Drawing No. 12-2011(RSI-06), titled "RS 1 high Velocity Shutter System", sheets I through 9 of 9, cit 2A of 9,prepared by V M. Engineering, dated 1212612011, last revision#4 dated 1212612011, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 12-0074. C. CALCULATIONS: 1. See Association's generic approval under 12-0074. D. QUALITY CONTROL 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 12-0074. my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/1912022 Approval Date: 0911512016 E-3 Rollinohield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Release letter issued by National Shutter Association, dated January 13, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshielct Inc. to use the test results approved under Miami-.bade County Approval No. 12-0074, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated January 13, 2012, signed by Mr. Jose Delgado. 3. Letter issued by V M. Engineering, dated January 13, 2012, certifying that the drawing(No. 12-2011(RSI-06)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0505.01 A. DRAWINGS 1. Drawing No. 01-12 (RSI-06), titled "RS-1 High Velocity Shutter System", sheets I through 9 of 9, &2A of 9,prepared by V. M. Engineering, last revision 95 dated April 22, 2015, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami-Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. Florida Building Code, 2014 Edition compliance letter,prepared by V M. Engineering, dated May 12, 2015, signed and sealed by Morgan Villanueva, P.E. my A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date: 01/19/2022 Approval Date: 09/15/2016 E-4 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami-Dade County Department of Regulatory and.Economic Resources (PER). E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. Florida Building Code, 2014 Edition, compliance letter,prepared by V. M. Engineering, dated July 19, 2016, signed and sealed by.Morgan Villanueva, P.E. elmy A.Mahar,P.E.,M.S. Product Control Section Supervisor NQA No. 16-0725.01 Expiration Date:0111912022 Approval Date:09/15/2016 E-5 GENERAL NOTES: R a t 7, CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINOS WHERE SHUTTER WILL BE 1.THIS.SHUTTER ACCORDION "RSI" HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1608 OF THE _ FLORIDA BUILDING CODE EDITION 2014,'AS PER TAS 201-94,TAS 202-94&TAS 203-94 OF THE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION. Vr ". PROTOCOLS FOR HIGH—VELOCITY HURRICANES,ZONES,AND AS PER AMERICAN TESTING LABORATORY WiTH THE TEST NO. 4986. CONTRACTOR SHALL BE RESPONSIBLE FOR: D THE DESIGN LOADS COMPLY WITH SECTION 1620 OF THE FLORIDA BUILDING CODE EDITION 2014,THE WIND —VERIFY THE EXISTING CONDITIONS OF THE STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT z z u PRESSURES SHOWN IN THE TABLES ON SHEETS(6 OF 9)AND (7 OF O) IN THIS DOCUMENTS ARE AS PER ANY DAMAGE TO EXISTING STRUCTURE yr Q p Q FBC 20.14 EDITION (ALLOWABLE SERVICE DESIGN),TO OBTAIN THE EQUIVALENT ULTIMATE WIND PRESSURES, —SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDGES IN CONTACT WITH THE STRUCTURE TO � DIVIDE THE WIND PRESSURES SHOWN IN THE TABLES ON SHlit 11 EETS (6 OF 9)AND (7 OF 9 OF THIS PREVENT ANY DAMAGE DUE TO WIND AND RAIN OF —SELECT THE PROPER TYPE OF INSTALLATION TO PROVIDE APPROPRIATE WORK INCLUDING LIFE SAFETY DOCUMENT BY 0.6 FACTOR ULTIMATE FACTOR DESIGN)). iN ORDER TO VERIFY THAT ANCHORS ON THiS THIS PRODUCT. ? PRODUCT APPROVAL DOCUM�NTS,AS TESTED, WERE NOT OVERSTRESSED,A 339 INCREASE IN ALLOWABLE —IF IN ANY CASE CONTRACTOR NEEDS TO MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE � STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS,AND iN THE LABORATORY THE TEST LOAD WAS IMMEDIATELY TO ENGINEER OF RECORD BEFORE ANY ACTION. SOX MORE OF DESIGN LOAD. uh THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE &A LABEL SHALL BE PLACED FOR EVERY OPENING BY THE MANUFACTURER AND SHALL BE EXPOSED ON x RESISTANCE AS 514OWN IN THE TEST RESULTS FROM LABORATORY. 'THE CENTERMATE. COMPONENT 2 OR 3. * „ AND LAST BUT NOT LESS,THE RS—I ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM MAY BE LABEL SHALL READ. INSTALLED AT HIGH VELOCITY HURRICANE ZONES(H.V.H.Z.)" RS-11 ALUMINUM ACCORDION. ROLLI2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6083—T6 ALLOY AND TEMPER,WITH MIAIA, FLORIDA INC, Fy �25.0 kal MINIMUM(UNLESS OTHERWISE NOTED). MIAMI-DAADDE COUNTY PRODUCT CONTROL APPROVED. 3. SCREWS SHALL BE; 9.THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY — AISI SERIES 304 OR 316 STAINLESS STEEL, Fy-3501 MIN. WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS — CARBON STEEL CORROSION RESISTANT AS PER DIN 50DE8,Fy-50ket, PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO, 4, BOLTS SHALL BE: 10.THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN IT MEETS THE FOLLOWING TERMS: —T4-2024 ALUMINUM ALLOY AND TEMPER, Fy- IS&MIN. —PLANS SHALL BE SIGNED &SEALED BY THE ENGINEER OF RECORD. —ASTM A-307 GALVANIZED STEEL. Fy- Sokol —NO MODIFICATIONS AND/OR ALTERATIONS MAY BE MADE BY ANY MEANS, C —AISI SERIES 304 STAILESS STEEL, Fr-35kai MIN. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: //' IT.THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE. R PRODUCT RHNs th.F (5.1 ' i B dingy ingwi+.4theFTaridn r g 4"0 TAPCON ANCHORS AND 1 4"0 MAXI—SET TAPAI.. MANUFACTURED BY I.T.W. RAMSET/RED HEAD, BuildingL'adc 6_o7Z .DI 0 — ELCO TEXTRON, tmrce e gg AeceP 17 3 1/4'0 x 7/8"CALK—IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS DB<e o oZT. LL ei NOTES: t �y 5.1.1 MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4". ltyemD tCatoa \\\\,' t//f 5.1.2 MINIMUM EMBEDMENT OF 1/4"0 CALK—iN ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED TOGETHER WITH ] + ()R 1/4`0 CALK—IN ANCHORS. to 12 iS s7 is 3 6,6,�, & y O •fit '` i 5.2 IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON : 3 THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.1.1) & 5.1.2)ABOVE, 4 OR + (5,3) TO EXISTING CONCRETE BLOCK WALL TYP + — 1/4'0 TAPCON ANCHORS AND 1/4'0 mw—sET TAPCON,A5 MANUFACTURED 13Y I.T.W. RAMSET/RED HEAD. �{ �� ` t• — 1/4"0 CREiE—FLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO TEXTRON. I + — 1/4"0 x 7/8"CAU{—ON ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS 0- A }�OCIj� A l7lot.....I0 NOTESi5,4.i MIMMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON &WEDGE—BOLT ANCHORS, IS 1 1/4". N z $ h�rYl E 'PRODUCTRBVLSED p 6,4.7. MINIMUM EMBEDMENT'OF 1 4"0 CALK—IN ANCHORS SHALL BE 7 8" INTO THE POURED CONCRETE. mcmnplyin)Fwith the Florida U 3 / / Q Banding Code NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. i/4'0-20 S.S. MACHINE SCREW USED TOGETHER WITH = AcmptancaNe 5"05' 01m I 1/4"0 CALK—IN ANCHORS, Ur 0 M D Expi 1iunDato 55)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON r r0 THE PAS71NO WALL OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHINDN ) 09 SAID WALL FINISHES,ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.4.1} &5.4.2)ABOVE, F et Control (5.6) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF \ 2 THE ANCHOR 'S MANUFACTURER. LLJJ G { (5.7) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS ON SE ,SHEET 7 OF 9, � DATE:. 4-22-2015 t ,Q), F.B.C. 6 MOUNTING SECTIONS CAN 8E COMBINED IN ANY WAY TO SUR ANY INSTALLATION. (SEE ALTERNATIVES NOTES 2 4 6 9 2p ' ON SHEET'G OF 9). ® 'I' ®, F 1 )6��+ (HIgh Velocity Hurricane Zone) — FLOOR MOUNTING INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT TYPICAL it 14 16 18 21 $t $ 'I" 1 OR OR ENTRANCE SHUTTER ELEVADON 1 DWG No:Di-12 (R5T—O6} TYP TOP/BOTTOM SHEET 1 OF 9 3 k 4t 4 j 1000'AIAK' CLfe ssms� (2)WEY FOR W Ma 3116-POP RIVETS AS SHOWN J,106;0 ALUM 6 L T_R Svc 1. V1.15111 I I IQ al BB KNOB uh 'go 19 0, 20001 wx ffl;MX a4r LM NICKa TM p USH QF MQQ4 LOCK BOTTOM ok, ok SEE ME 6a0v/ 19 LOCKING 124*MI, ts Wq&SE LOCKNg pAyT tEwH or 2'MR IVEW V' WcR&m oN murM?VASES ttSfORt. Lt 3i EXISTING GLASS ON.SEPAR417ON >'Le. TO ows (SEE SCHMULE ON SOW 6L_' 4,500* J'10 rAPCON ANCHORS W1 250, Ij"MIN. EMBEDMENT INTO % . CONCRETE 0 4.5'D.C. MAX., 410 CRETE FLEX ANCHORS W1 14"AWN, NEW 4 THICKNESS x 6 EMBEDMENT INTO CONCRETE CONT, (6063-1`6 ALLOY& MAXOR 4" M(PER) ALUM, PLATE a 6"O.C. till .2 50' A B CALK-1N ANCHORS W1 V MIN, Emawmw INTO .50 MAtE� CONCRETE AT 4"D.C. MAX E&YAL BLADE DETAIL OF CLEAR PANEL LOCATIO OR PRODUCrROVISUD D Ou MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER 4 A,, w musr NOT EXCEEDED FOUR (4) PER ACCORDION AND ;4 EACH SIDE OF THE CENTERMATES -4 LOCATED TWO AT EA 2.560- ODUCT RLWAVED STARTED AT THIRD BLADE AFTER THE cavIERYATEs 4 Florida tv v 9 W dw 9y I AND THE SECOND ONE FOURTH OL40E AFTER, TMr,4L Building Cudc AT EACH SIDE OF THE SHUTTER 114-0-20 S.S. $ro 4 W1 Nur& WASHER u*O iVake 022 44,0- DC. OR fl4x 314' By E84ZWF* 4.5"D.C.. DATE: 4-22— CLEAR PANEL SHALL BE LEXAM RESIN JIOJ-172 POURED Sw F 2015 (UV STABILIZED) OR EQUIVALENT COMPARABLE TO CONCRETE APPLICABLE F.B.C. GE-. LEMN POLYMER SHEET 90-34, REOUIRED (High Velocity Hurricane Zone) POLYMER TEJ THERMOPLAS77C SfLi STRENGTH Fy-8.9ksl, Fb=12.9ks1 E-328.7kst' rYPICAL CONNECTION WITH ALUMINUM PLATE !DWG NO:0 —12 (RS1-06) ONLY FOR WINDOW SILK ISHEET 2A OF 9 •� K F4 � EDGE OF POURED POURED +1 a CONCRETE IF CONCRETE CONCRETE ANCHORS E Of EDGE OF CONCRETE APPLICABLE REQUIRED (SEE SCHEDULE ON SHEET 7) CONCRETE IF •CONCRETE IF REWIRED CONCRETE ANCHORS ' 1T APPLICABLE APPLICABLE (6EE SCHEDULE ON SHEET 7) _ of n E.D.SI '•SHIPf+7 E. SEE SHEET 7 r:• •E.O:' ' E.0'. . n „ EDCE OF 9 )T CONCRETE IF 4; APPUCABLE Q Q Q EO. E� A' EOEO Q 0 9 N •° a .:4 EXISTING l r I I ctAss,l I I hI OUSS I II�•� +� ,, TVI I g MIN.SEPARAIIDNI r� ( MIN.SEPARATION I IITD CLASS TO CUSS (SEE SCHEDULE SEE SCHEDULE ON SHEET 6) I ' �� I (ON SHEET 6) I I I � I i i 10 CEILING HEADER MOUNTIINQ IN TALLATION8& Q3 CEILING HEADER MOUNTING INSTALLATION MIN. EGLAASSS ON I nr@(SEE SC}1EDUIE ty ION SHEETS)MIN.SEPARITION EXLSnNC +=r \\ ; .q mass NpCHEDULE = OlASS� ALTERNATEnIlf••SHEET 6) 8 w LOC TONi1I .�• -" \. '' L1. •• N. I ' Ir Ir �� 'rH • POURED D• I g 1�14x f4'S.S.S.D.S. r i +CONCRETE 'r.r I POURED E 0 12 O.C. REWIRED 14x3/4"S.S, S,O.S. SS CONCRETE IN. i L 0 12.O.C. REQUIREDE. �i 0 R,OP• "• Q ►►I►II11fl1N E0. EE'SNEET 7 L ° •' MODUCTRDViSED O EDGE Of fi.D.SFE'6NEE!7 E.D.SEE SHEET 7 E.D.SEE SHEET 7 i SUB IF • y • EO OF EDCE OF •� ° EDGE OF maamPlyin8lvllll lh0 P10dda U 1 5 ff STAB D' 4 .. SLAB IF Daildina Cade W APPLICABLE UCABlE APPLICABLE APPLICABLE Amplianea Nc,1V—O q ALTERNATE OR CONCRETE ANCHORS RETE ANCHORS By Ian Dalo 0Q �UH�ON (SEE SCHEDULE ON SHE >). (02�EE SCHEDULE ON SHEET 7) DY I Nuam D act Control :z- A ADJUSTABLEO ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION ATION PRODUC.17REM11m) as wmplying with the Flmidn DATE:SCALE: 4-22-2015 Building Code Aeapf•nce NeUmai 0 0 F.B.C. oZ2 Day 'n / J (High Valcoity Hurrlcano Zone) i Mimed rLU¢N Corr DWO No:01-12 (R51-08) j SHEET 3 OF 9 I 1 • t j JAW 06 a = 074, z Stl0 N A of �� Q • B ¢ w N �' R P ',516" 1 • _ ..,FSO, =�y'-,QJJf = d MALE CEN TERMATE BLAF-ENALE 0 _MTERM4M BLADE q� 075' 7' Lw 5 25' 0 N 07S" MS. x.075" i ' ADii �t L MOUNT. B.O. HEADER WALL MOUNT. 7C�EILING HEADER MOUNT 8 F QO S >>�� pa"OUCI'F.k'Nf WEh 1"NIN. 0a e0mplying with!h0 F10rid0 D ata np ct fe > H1t.LAlUV��t ' sol 2068, A tsu�x No J Hun Dim b Z 2 `.."'�` ('�i /�'''•y I'Max,AS APPLICADIF, 7'Max At APPLTME :•' ,�r P rr' X11,1, i 11 �]ARTER ANGLE 12 ALUMINUM B 0, A G E ttrrrrttttt� C�ADJUSTABLE FLOOR SILL ADAPTOR �O 14 gLUMINUM B 0 AM E 1 THRESHOLD TRACK PRODUCP1tBV13RD mmmptying wOhthe PiOddu u I • Dif al@Code �•�•� Acceptcn¢0 NO, /u1 Bxpl ttatDale 1'fq ! 093' D .(ZL... .120" .277' MAD tot 0011:01 • .093" 93" .062' 01 SCAMI s2" T2" 3 _ DATE: 4-22-2015 33" F.B.C. l + 17 ADDU TS ABLE FLOOR SILL (High Velocity Hurricane zontl) } MAXADAPTOR W / LlP DwG No:41-12 (RSI-06) 15 �FIIING HEADER 16 FLOOR 51LL 21 WALL HEADER NEEr 2 OF a 1 I CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) 7( $ II POURED CONCRETE POURED CONCRETE POURED CONCRETE .� m R OR CONCRETE BLOCK OR CONCRETE BLOCK (i REQUIRED OR CONCRETE BLOCK 1/4'h20 S.S.M.S. g 3 EQUIRED CONCRETE ANCHORS REQUIRED 3 Z a B 8 CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) W/NUT h WISHER '• �• a (SEE SCHEDULE ON SHEET 7 'd'• d \i O 9'D.C.OR�14><3/4' � (I S.S.S.D.S.O a"O.C. Zn •� 'dX. ' •,N'•,' y ,'N... '7 a 1 .Y• I ♦ 11 I _ � i °tWa°..•%4 dll I�I •4 '4:,•'• FFITI . '.. •. za�lo . '• � �1 Zy5� till IU{• jai° EMIGTIN0 •MIN.SEPARATION I I I { I ) t5 s x FJ(ISIINC MIN.SEPARATION rW �yy CLASS TO CLASS IH GLASS I TD GLASS I �J�,GI G�5 I T61N.TO�Cl/SS°N (SEE SCHEDULE I T W� (SEE SCHEDULE I I j DCl!yg (SEE SCHEDULE Iu�1 so ON SHEET B I I G7 ON SHEET 6 Gi ON SHEET°) I Ta A. I OISTALLATION P.O. HEADER WALL MOUNTING INSTALLATION B,Q, LFII INC, HEADER MOUNTING INSTALLATION M c dr POURED CONCRETE >14 ti OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS i (SEE SCHEDULE ON SHEET 7) i - *POUR6ED EMSTIN° { MIN.SEPARATION RATION tJ. CLA55 70 CLAS CHERIASS (SEE SCHEDULE IEDULE OH SHEET 6) I 814x3/4"ET 8 I12'O.C. I {I O R�ii I 1 Q 3/8IIICONCRETE , • Mlk.• a• ; AVERNATE d° ANCHOR tali IDGTION'�p ...";•• EXISTIINGCLASS MwTo aass°N9(SEE SCHEDULE =Id• • ON SHEET 6) I • { N � EQ. E.O. E.O. E.0 PRODUCT RBVISBD O• �E.O SEE SHE 7 • I n>a complying with Lhe FloTido V r •'• •: •. a•' •' • ''d A Code til 1/4'0-7.0 SS.M.S.M.S, AKCPIance NOI - OI C • ,1 W/NUT k WASHER Bxpl Hon Dote I7 Q . 14 O 9'O.C.OR e14x 3/4' O CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) OR CONCRETE BLOCK SS.S.D.S. O B' B I REQUIRED D 4clConwl s NCRETE ANCHORS I O9 THRESHOLD FLOOR MOUNTING INSTALLA ON WALL MOUNTING INSTA TIOI7L (SEE SCHEDULE ON STIEET 7) I � II ® �.^UDUCT RGNEWII:' t0 wmPlying iLh the Fi.ro,, DATE:, 4-22-2015 Bedding CO& _ g DA SILL & ADJUSTABLE Ac' tim at QZZ,L01 OOR M UNTING INSTALLATION F.B.C. B tiT° N` 2o2Z (High Velocity Hurricane Zono) By h4i •duct oro) DWC No;01-12 (RS1-06) 1 SHEET 4 OF 9 l I f I CLWCREIE OR awe W OLOC9 WALL Reww g POURED CONORM OR CONPMW •COP"EIE AMCWRS P 12' Y'AY'xW.WaOD SNOS g aLOCX wALL anwwm OA Ior J•GRN.E0./Pt �•H �CRNYWafs O�,r O. POR (AS AWL44" F a a = `� 2,USr u'aR:1Ass xxcTerE �/Cjl $ - COVCRETE AVCHORS Ar e•as LASRNO CL4SS CVS71M GLASS- -------- LASS------- ---------------------------�— -- --- of 13 n dd ® LR oR 2'lug LLYKRETE L4 h + R 8 l -- --- - - - -------A--a-m--t-r-A-r-e-•-a-s-' OR 0 — -- mlaeRr oAeOsP•oas -------^^--------- -------- w ------- - ---- ALD -- — YYP 2 O I1 a0wmo L�NDnJAOfi i 4 2 FLOMCK WEr"eaErE S - EI f MM. pEp I/I%UO SCRElf3'09,0.0. ' TOP J,80170M I GIMP/. THWADE0 EM13EbAIfNYTO EO'SnA WOOD. 1 2•MIN (SEg NOTES) t SECTION A—A SECTION B ----- I END CLOSURE ALTERNATE - oosnxo cuss—� 4 -- -----------------------------__ as T.F.thtP I B ildnplying svilh the FlmiM ea;lamg cone 1 OR A�Dnpt2nce NoC6.-t a�5.o� /,�,y�•sxs as IV, q 16 19 + 0, + Ion owe pJ.�•.-'�,•r 022 AM Pam RRcr o a o.a ■.0 �9 ----&®® - OR �® I8 19 B --- --- - ---- n+ 1 ixcL Cono-xl SECTION F ----------------------- SECTION---- ----- ---- r z d 11 --- ---------- --- - -------------------- - --- - 2 / 2 I OR© 2w.. Lw+r fo ll �Ar ¢�P`arPV,E»SIAM sr°ACEO EMILY.r WEV Mi AMNO �� OOR A..a Ow NM,4 er J•Hrx READ PW SMEM 11 / p I 0.400.ONNEIER Or 0.590•HY M OIRDE MH NO Aa JAWS,Ar IOP ARO 607 M Or 61CH Of2MOX Sur,FASIENEO MM OW IAD.14 BY J' 4 TYP HEX HUD PN SCREWS \ ,i •3 .3 TYP. 0.100'owAETER OY O.M'NaoW OUIX MM IN MYM Ar TOP ARD = ,� �.• I 2 ie i,/B'aoM' TDP d:6o1TOM BOrnN Or PAM INMWR Sur.FAsrMU MM ONE Ha H.ev J•Ha '. 7Tte£ AVEC qN aVEn ?10R@ aux. r' aDTroM SECTION D ONT.ALU i t CONI.ALUM. aJ90.OHxERA Br 21'LONC ALAAWNUH fDL1t PIAL Ar TOP ANO BOROLIMAilE OF MW LOMNO SUr,WI MEDMMONEto-2f Br OIJO'LONG/Ls.J/a•rs 4MwmruseSCREm.a/ J/IS' r aI OR©AV /VPRNET1 092•Y ac. opo Cour,wcUiME ! SECTION 2 A " O D I/4%UC SCREWS 0 9'O,C.IMUDS R D. W I r/2'MIN.7}WEAOED U S BEDMENT TO EXISRNO WOOD, PRODUCTRP l I lb. I) =00 mplyingtWOs the Florida 2tx]r/e•oR alJtovD• EXf— CUSS— U Alum.WOE(60eJ-m ALLOY h MVPER) Building cod9• w i •NOTES FOR LOCIONO OF(?�BCJ) PUSH BOTIGM LOCK&MAY BE USED FOR INSTALLATIONS 'ya 4 Ampwncc l'w _D50 .010 �•J 2Y2ii/BSI9BE s0E ALOx. SECURED FROM DI SIDE OR INSIDE OF SHUTTER. Ami r BXp IIOn DWD o 17M j ANOL6 TDP/BO/IO,x W/ WHEN MSTALLINO OM Tlf OU►SIDE;A 7/8V ROLE DI 51 yy If (FAl/le A.—POP R1YET5 09 SHALL BE ORK r J AND�F�9 MUST BE RIVETED FRGH R�y b I/2 N ml uN Control g IJJN��J��/4'Sx.s��To MEMO YHE'BACK OF 7�T0 i�THONTW/(2u/id'E ALUM.POP � �L ;7 .( {t -`i'' htCNO Ai.%I;!APL(YLS RAW.A J/ 1 HOLE MUSr rHET(LTE GRILLED AT®ro ALLOW Frig PI 7D PASS TNRU. ---- if WH(EN�W/S(T),7/N0�FROM THE WSIOE®MUST BE RMMO -- -^ ,�((J3T'ThEF7 gE'1119 ALUM POP J/d'Y HOLE `Tq OMLLE0 THRu J O T�ro ALLOW TDR I 2' DATE: 4-22-7.015 PIN ro PASS THRUM 2 /� S ODCE or SY/B ECCE OF STAB $116k1'LOCK G�1 MqY OE USED AUFRABITNFLLY TO LOCK F F.D•C. t IF APn MME rr• orA r FOR INSTALUTIyO S SWURED FROM RIE OUTSKIE OR MMDE (High Velocity Hurricane Zone) E RI LK'SHUTTER.fyU�J,�B(f5 E,A d/l6Y STNLL BE '• {a` t POST CONNECTION TAPPED 10 AULCEP .RE:10S PER INCN SCHR�TE s�EW DWG N0:01-12 R$1-06 DETAIL SECTION G ( ) SHEET 5 OF 9 I E MAXIMUM DESIGN PRESSURE RATING "W"(2 B Q AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE g No MAXIMUM ALLOWABLE DESIGN SPANS MINIMUM SEPARATION e g MAXIMUM TD GLASS in,) ALLOWABLE ( (1)L+:ALLOWABLE SPAN DUE E PoF DE DERGN LOAD+W(aIj WIND LOAD SE071ONS 5 TO B SECTIONS I,2&9 SECRONS J&f SEC710N 10 t [x aRU/tpts x+ml MMR1R L ALLOWABLE SPAN DUE 7o NEGATIVE DESIGN LOAD-w(P.O •3i yyxx�� Iii t Al C "WN'W' WALL MOVA41NO FE EM MOUNR 13OOR/CE7Lg40 MWNR WALL MOUNTING MsrALID nlFar me I) R"'p ' p'& 01-9 am"of o pgp INSTALLATIONS NSTALUTlON5 /NSTAWTTONS INSTALLATIONIgy p.gUppryp 'Ar n (yG PoINsinm IAAD(W+)AND NGtutavE<ab(W-) r + L+ L- L+ L" L SWMA -IDMnFr T1P£Or INSTAUA77ON(WAIL MOUNTING,fLOOR 30 12'-4 12'-4" 12'-4" 72'-4` 12'-4" 12'-4' 12'-4" 12'-4" 2 J14- MWNnNQ_ETC). vr_ -4 1 - - 12'-¢" 12-4" 12'-f" 12'-4" 2 314" _GETERU yE'A•LIS OF L+AND L—FROM TABLE y P60 12=4" 12'-4" 12'-4" 12'-4" 12'-4" 72'-4" 12'-4" 12'-4` 2 3/4" - x w FMVL hotMUM ALLOWABLE SPAN MOL BE EQUAL TO RIE 11'-10" !1'-10" 1 1-10 12'-4" f 2'-4" I2'-1". 12'-3 2 J 4' -MRIMUM'OF VALUES OF L+ANO L- !1'—J" 11-J" 1!'-5x 11•-5x 12-4" 12'-4` 11'-11" 12'—i 3" 2 3 4" tJ�AFTERTHE MAUM ALLOWABLE SPav cNEGH SCNLVUL£TABLE I1'-0" !!'-0" 12'-4" 12'-4" I I'-B" I2-O" Z 3/4" M OBTAIN MAwNUM ANONOR sPACNc,10'-3" 10'-3" 10'-7" 10'-7" 12=0" 12'-4" 11'-6" 11'-10" 2 J 4" REMEMBER TD suor AvvwR smcM USING NLCAINE DESIGN 9'-]0" 9'-10'- f0'-2" 10'-2" 11'-6" 12'-4" 11'-J" 11'-8" 2 J 4040(WvaO 9'-6" 9'-6" 9'-9" 9'-9" 11'-1" 12'-4" 11'-1" 11'-6" 2 3 4"9'-2" 9-29'-4 9'-4" f0'-9' 12'-4" 10'-10" 11-4" 23 4"8'-10" 8'-10" 9'-4" 9'-4" 10'-5" 12'-4" 10'-8" 11'-2' •2 J14 85 8'-7" 8'-7" 9'-0" 1 9'-4" 70'-1" 12'-4 10'-5" 71'-0" 2 3 4" DUAL NYLON WHEELS WITH 0.490"BY 1.100"LONG NYLON GUIDE, WITH NO LD. MARKS,AT TOP OF INTERIOR SLAM SPACED EQUALLY, FASTENED WITH 90 8'-4 B'-4" 8'-9" 9'-i7" 9'-10` 12'-4" 10'-3" 10-10" 2 J 4' GIVE NO. 14 BY 3"HEN HEAD PIN SCREWS. 4 95 7'-8" 8'-2" 8'-6" 9'-3" s'-s" 12'-4" 10'-0" 10'-8" 2 3"4' 2 314- Eta g a l 100 6'-10" 7'-fl" 8'-4" 9'-1" 9'-4" 12'-4" 9'-10" 1 10-6" 2 314- 2 3/4" 0,490"OIAMETER BY 0.590'NYLON GUIDE WNH NO LD. MARKS,AT TOP AND BOTTOM OF EACH EXTERIOR SLAT, FASTENED WITH ONE NO. 14 BY J" 105 6-J" 1 7'-9" 8'-1" 8'-JO" 8'-10" 17.'-2" 9'-7" 10'-5" 2 314- 2 314- HEX HEAD PIN SCREWS. ■ _ ai ^ 110 5'-6" 7'-7" 7'-9" 8'-8" 8'-6" 11'-11" 9'-5" 10'-3' 2 J14" 2 314- 0.490"DIAMETER BY 0,820'NYLON GUIDE; WIN NO MARKS AT TOP AND 115 4'-10" 7'-5" 7'-3" 8'-6" B'-0" 11'-B" 9'-2" 10'-2" 2 3 4" 2 3 4 BOT7UM OF Ei4CN INTERIOR SG1T.FASTENED WITH ONE NO. T4 BY 3"HEX ^f 120 4'-2" 7'-3" 7'-2" 8'-3" 7'-7" 11'_5" 9'-0" 10'-1" 2 3 4" 2 3/4" AHED PIN SCREWS 125 X-6" 7'=1" 7'-0" 8'-1" 7'-J" 11'-2" - 10'-0' 2 J14 2 3 4" 0.350'DIAMETER BY 24'LONG ALUMINUM LOCK PIN,AT TOP AND BOTTOM \� 4�NU -730 - 6'^11" - 7'-17" 7'-0" l0'-1!" - 9'-10" 2 J 4" 2 J 4 OF EACH LOCKING SLAT,FASTENED WITH ONE 10-24 BY 0,430"LONG \\ F IJ5 - 6'-10" - 7'-IO" 6'-9" 10'-9" - 9'-9" 2 J14 2 314. THUMB TURN SCREWS. ` •q, D�"';� . 140 - 6'-B" - 7'-B' 6'-6" 10'-7" - 9'-8" 2 J 4" 2 3 4" 145 - 6'-7" - 7'-6` 6'-J" f0'-4" - 9'-7" 2 J14' 2 3 4" 150 - 6'-6" - 7'-1" 6'-0" 10.-2" - 9'-6" 2 J14, 2 3/4" dLIEB01AID22.�um fi 155 - 6'-4" - 6'-9" 5'-10" 10'-0" - 9'-5" 2 3 4' 2 j74" U sEcnoNs!T1 k(P)ON RLESE CROUPS GW BE COMBINED AND *' 160 - 6'-J" - 6'-5" 5'-8" 9'-10" - 8'-4" 2 J 4" 2 3 4" HOST eE rArEN THE Lcwtsr sPnN 165 - 6'-2" - 6'-0" 5-6" 9'-9" - 9'-4" 2 1 2" 2 3 4" e))SECnoNs(1)dL(7)ON THESE GRWPS CAN DE COMBINED AND NOST BE rAKfN RIE LOWEST SPAN. •� 170 - 5'-ft' 5'-8" 5'-4" 9'-7" - 9'-3" 2 12" 2314- 175 3 4"175 - 5'-6" - 5'-4" 5'-2" 8•-5„ - 9'-1" 2 112' 2314- 160 3/4"160 - 5'-2" - 4'-11" 5'-o" 9'-4" - 9'-0" 2 114 2 9/4 185 - 4'-10" - 4'-7" 4'-10" 9'-O" - 8'-11' 2 1 2" 2 J 4" PRODi1LTREV15ED 190 - 4'-5" - 4'-2' 4'-9" 8'-10" - 8'-9' 2 112" 2 3/4" V 185 LJ - 4'-1' - 3'-10" 4'-8" 8'-6' - B'-6" 2 7 2" 2 3 q• OBTAIN ULnMArf W1N0 PRESSURE- tIBE ascomplyingodfvlUfThoPlorfda 200 - J,-6" -- X-6" 4'-7" 8'-O" - 8'-0" 2 i 2" 2 J 4" ULnMA Dulldhty Godo SWPLE FOR roopsf ALLOWABLE Aco,%.No TE .LO B 167 pN D><pl ion Date 1 Dy I Mf n .1 Cklf t PRODUCTRI:NF,WEP M complying with tha FhAid"i CAl Building Code Ao°epfmcr No&�D]�§',O` DATE: 4-22-2015 Jixv�oon Dau p1,_� Z•L F.B.C. DY (High Velocity Hurricane Zone) DWG No:01-12 (R51-06) SHEET 6 OF 9 I i s MAXIMUM WIND LOAD DESIGN PR SS IR 'tV"AND MAXIMUM WIND LOAD DESIGN PRESSUR 'W' MAXIMUM WIND LOAD DESIGN PRESSURE 'W' MAXIMUM WIND'LOAD DESIGN PRESSURE 'W'AND L -rO-RRESPONDIN MAXIMUM ANCHOR SPACINO (in.) SCHEDULE, AND rORRESPCINDING MMMUM ANCHOR AND CORRESPONDING MAXMUM ANCHOR t tg, CORRESPONDING MAXIMUM ANCHOR SPACING (In.)SSH�FD�,1��- A � 4 SPACING On.) SCHEDULE. SPACING((n.)SCHEDULE, 4 T'W' s MOUNTING WALL MOUNTING LEIUNG k FLOOR CEILWG&FLOOR WALL MOUNTING WALL MOUNTING N CI 11 ; R ATION AT TOP INSTAL 1-11 AT TOP MOUNTING INSTALLATION MOUNTING INSTALLATION INSTALLATION AT TOP INSTALLATION AT TOP. UAXIMBOTTOM OR BOTTOM AT TOP OR BOTTOM AT TOP OR BOTTOM OR BOTTOM OR BOTTOM Fly S 5 THRU B SECTIONS a THRU 8 MAXIMUM MAXIMUM MAXIMUM Z ALLOWA ) ) ALLOWABLE (SECTIONS 1,2&9) ALLOWABLE (SECTIONS 3 Or 4) ALLOWABLE (SECTIONS 5 THRU 8)SECTIONS 0 7HRV 8) Q DESICONCRETP (TO MCONRO (R1 0"CROO (To COWROSJ (Ta coNCRnq (10 YMON" 99' DESIGN DESIGN DESIGN N Y Q p p LOADTTER 9 AN SHUTT R SPAN LOAD"Y/' SHUTTER SPAN LOADW SHUTTER SPAN LOAD'W' SHUTTER SPA SHUTTER SPa'-M e'-e• e'-D• ' • e,-e' a._0. a,_O. e,_e. (pJ.l.) e•-0. e._a. e,_a. p-0e•-0• r-9• e'-0' 7'-0• e'-9•TO T0@'6& OR IESS TO M IWC OR LF81 TO A ANY. OR LE69 e To r To VWx. OR IFS9 B'O ^tea OA LESS ,'• TO W"O e'-a• ula�Tm !!wVW ID 9 9 8 e 9 9 .9 9 9 9 9 30.0 LESS THAN 30. LESS THAN 30.0 9 a 9 LESS THAN 30.0 9 9 9 9 9 99 B 9 9 9 9 9 0 9 9 9 e 9 9 9 8 9 B9 9 9 9 7 3 9 7.5 B 9 9 6.3 9 9 9 9 7 J3.9 9 8 B 8 8 FROM 9 9 9 FROM 9 9 9 FROM9 9 9 9 9 7.550A g 9 9 9 0 7 >30.0 TO 00.0 9 7,5 6 >30.0 T 50.0 9 9 6 >30.0 TO 80,0 9 9 9 9 9 5.6 9 9 9 9 5.8 f 9 6.5 55 9 8 5.6 9 s 7 9 6 a/a D 9 B e B B.5 FROM 9 B a FROM D s B FFIOM B B 9 9 9 4570A >60.0 TO 70,0 >60.0 T 70.0 >60.0 TO 70.09 9 9 9 8 6 g 6;5 a,3 8 a 65 B 9 a 9 9 S3 Ed 9 B 9 9 4 JL5 93.334.59 9 5 9OM 0.0 9 9 6,5 9 8 7.5 >70'Q TO 80.0 9 B 76 >70.0 TFROM M 60,0 99 7 >70.ORT 80,0 a '9 7 9 9 J.5 B 9 9 9 6 5.3 9 5,5 5 9 7 A5 9 B B 9 B,5 2.39 B 6 B JL5 rl/o FROM e.3 6 A3 FROM 11 B 4 FSM 9 55 4 8 n/o 0/0Dy0.0 g 8 R/a 9 a,6 n/a >80.0 TO 90.0 9 7 Q5 >80.0 TO 90.0 0 9 6 5-80.0 TO 90.0 9 0 6 9 6,5 0/0 C A gSo'4 9 9 n/a 9 5 M. 83 5 4.5 9 6 4 9 B 8 9 4 N/o 9 9 n/o ) J n/a 7.b 4.5 A5 9 55 JS 9 6 J.5 7.5 VoOM >90.FRQM100.0 9 6ll n/ e B n/ o >90.070 . 100.0 9 6,3 B >900TOM100.0 9 a 5.3 >90.00To 100.0 9 B 5 9 4 1/ C iJ A 9 9 It/a 9 4.5 n/o 8 4.5 A3 9 55 J.3 9 7 4 9 J n/o FROM 9 B N/o 5.5 n/o n/a 6.5 4 n/o B 4.8 JS 9 4 5-100.0 T 120,0 6.5 4 FROM FROM FROM N 9 5 n/o >100.0 TO 120.0 9 As A/ 100.0 T 120.0 9 B.5 6 >100.0 T 120.0 B 5 3.5 9 ft/. n/a "�'�``S4.� 7 9 n/o 7.5 J 0/0 6,5 4 7.5 4.5 3.5 9 4.5 3 9 2.5 I FROM 9 7 4 n/o n/o 55 J.3 n/a 6,6 4 J 9 120.0 T 140.0 8 J.3 n 7.3 4.5 FROM FROM FROM >120.0 TO 140.0 8 3 n/o 120.0 T 140.0 9 B 4.3 >120.0 TO 140.0 9 f J a V. n/a 7 3 n/v 55 J Ma 5.5 JL5 n/o R3 4 J 9 as 2,5 5.6 n/a n/o 1 1� 9 6 n/a J V. rt/a 5 3.5 n/o B as J 7 V. R/ rt/a V. W j•, 1 FROM - FROM FROM FROM / >140.FTO 1aQ0 6,3 J.5 rl/e 6 4 n/o 5-140.0 TO 100,0 7 5.0 •' n/a 5-740.0 TO 180.0 B,5 3 4,8 5-140.0 70 180.0 9 J V. A6 n o r✓ B.5 7 n/o 4 J n/e 5 15 n/o 6.5 J.5 J 9.8 2.3 I✓e J.3 n/o n/ al 7.5 5 n/v rt/o n/o• n/9 4 J.9 n/9 5 J n/o 3 n/a n/o n/a n/o n/a l// FROM FROM FROM FROM ��'� >Ia0,0 T 180.0 B J n/a 5 4 n/o >160.0 T 180.0 6.5 n/a n/a >150.0 To 180.0 7.5 A5 4 >160.0 TO 190.0 7 n/a n/o d3 0% n/o Z 8 8 Me J.5 J n/v 4.5 n/a n/a 5 J 25 B n/a n/a 1 23 n/v n/a PRODUarRRVLSED U 1 0 nU 4 n/v rt/o AO rt/o n/a A5 J n/o 4 n/o n/o q/a n/ as wmpty(nd with the FlaRldn FROM FROM FROM FROM bnI16LTa Code >180A TO 200A DJ.5n/o 5-180.0 T 200.0 83 n/a n/e >160.0 TO 200.0 7 4 n/a 5-180.0 T 200.0 8.5 n/o n/e rl/o n/o n/o AacaplTmc9 No - O9 nJL5 n/v n/a 4.5 n/a n/v 4.5 J n/a 5 n/a n/v A/v a/o BXPI IWn beta )'O ' MAXIMUM ANCHOR SPACINGS FOR TAPCON,MAO-SET Byy gg TAPCONS OR CRETE-FLEX SS4 ARE VALLA FOR 3 1/2' R'TI acl n al d EDGE DISTANCE FOR EDGE DISTANCE LESS THAN 3 - P��y na WNEIVED 4 1/2',REDUCE ANCHOR SPACING 'T MULTIPLYING Socavnpl indc SPACING GIVEN ON SCHEDULE IS THE BELLOW C ce No ANCHORS h the Fladda FACTOAS THE 1/2.M EDGE DISTANCE FOR CALK-IN 01 DATE: q-22-2015 ANCHORS IS 2 1/2.IH&IAINILIUTA A4 � &` O I FOR TAPCON.MUG-sET -. P.►y' bn tTSLC 354 IS J'D. ANCHOR LEGEND •Lay F.B.C. EXISTING E.O. FACWR TAFC_ON OR ' I Wcr Comp. (High Velocity Hurricane Zone) J' •90 CRETE-AIX 954 DWG No;01-12 (RSI-06) 2 1/1' ,73 CALK-IN 2' •50 SHEET 7 OF 9 (� E ALL w00D MEMBERS SHALL C�..Rt RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS•EDITIOtAIJONAL DESIGN SPECIiTCAnOEDITION.MIN116FD-4000 pmt PECIf1C CR N S70GG0 STUCCO STOCCO ��fy AS g y VX` _ R R R R LAG SCREIYS' .".4,C: 1/4Y UG SCREWS @ 8•D.C. �. t/a'4 LAG MIN T i 8"O.C. 2 k k k w/'1-.1 JJ22•MJN.".THFEAO t?,y w/ I t/z'h9N.iHRraDEU ;,a . t I z"'O MS1>N£WOOD 4-EGA10 TO DUSTING .: EMDEOMENT TO IXISTLYfl WOOD gd rJ. N HEADER. HEADER. 7.!' EAOE0. Y 11 Q C at k Ln, rr. 6 0 R21 12 7 �� 'h II Ilf! �� t4 I Illi a ww` 17 1111 , g ttkZ fit j111 �'»t :. ;.;. ,S„'. III I� 9� •r,,�.4 IIII �I OWING MIN. EXISTING OD I EXISTING NIN, I I IWOOD I I EXISTING I 2"x4"WOOD I 1 2"x4`W000 I I EYISTWC ! 14 RwREQUIREO I I CLa5S ( HEADER REWIRED I I EXi� I MENDER REQUIRED 1 CLASS �j MIN SEPARATION I I I ; I TO CLASS I I I ',t (SEE SCHEDULE I NIN.SEPARAnON TO CUSS I T1 I MIN.SEPNiATION TO GLASS I I ON SHEET 8 } ( ; 1 I 5EE SCHEDULE ON SHEET 6 I I I R` I SEE SCHEDULE ON SHEET 8 i ! i ' r S"r,j ego 10 WALL CONNECTION A7 TOP #2 WALL CONNECTLQN AT TOP 15 O WALL CONNECTION AT TQP W14 j DRSTING I EXISTING ( � I ( •'f}t I MIN,sEP,wanoH To CLASS 1 I GLASS I Z1 I I I �1Dts/a• ( i �o V 1 1 1 I 15 (_ (SEE SCHEDULE ON SNEET 6L I I S.S.S.D.S. I I "4a•1 \� �'++ MN.SEPARATION TO GLASS I MIN.SEPAMITiOH TO GU35 ( � ( I I n T2'D.C. I t \' ♦ ` I SEE SCHEDULE ON SHEET 8 1 I 1 I ! (SEE SCHEDULE ON SHEET 11 I 6 1 I I Qm 4 I I • I I 4 EXISTING I 8 (111 ` T 1 a • f I Gtn3S- 1 1111 a a` I II i 11 f f IT,i ! I (( IT I II It i1 � I WALL 1I IIII b �npL, pG 11 FINISH WALL A I ALTERNATE w it e FINISH H I B FIN SH •a'.e. � Ct � t a ��.s�r„ t '"rr"ta ��/111111tiA� 6 OR 21 14 rv',� °s�.• O PRODUCT'RP.VXSED V I �• �; W1 NUT&SWASHER --Bidinco"g Codong v7th the Ptoddn Q I ew fj4'4 UO SCREWS n 8.O.C. ~" 1,14'117 SCREWS @ 6'O.C. @ 9'O.C.OR j14k 3f4` As4epwnee No 'D Ol�{ Z., W/1 1�2'MIN THREADED tia / y SS.S.D.S. @ 9'D.C. fixPi Ion DafoO •l�p P` 1 'NIN.THREADED + i iiittt �• EMbEDM NT TO EXISTING WQOD EM9EDT TO EXISTING WOOD STUD. STUD. ;•i: MODUCt PXNEWET) •n: 1/4'4 UO SCREWS @ 8'O.C. .w m complying Rath the Florida ?3 W/1 1/2`MIN.THREADED ! II Cant I "try .a EMDD l N7 TO E18SRNfl W000 g s +. EIWww cock q A000pic,N Nn1'' p [']�JY�.faSTUD. {t . 'cotlDalc 7T•'tf -=9A LE• S EXISTING MIN.2"94'STUDS MSTINO MEN.2'x4'STUDS EXfS71NG NIH.2'x4"SNDS @ 18`O.C..MAX.REO'D. n 18`O.C.MAX.REO-D, 93' n 18`O.C.MAX.flEQ'D. DATE: F.B.C.^-2 - 075 i MAI n3 tCanud 'I,. mFBCf 11 WA-L CONNECTION AT BOTTOM 14 WALL CONNECTION AT 90MIR 1 B (High Velocity Hurr1rona Zeno) DWG No:01-12 (RS 1-06) f SHEET s OF 9 { : f NALL OTE:WOOD MEMBERS SHALL COMPl1E WITH THE RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS A 6 NATIONAL DESIGN SPECIFICATIONS CURRENT Ti EOITXIN,KinviUM OF STRUCTURAL GRADE Fb-2000 PM AND SPECIFIC GRAVITY OF 0.55 U1 q EDGE (IF APPLICABLE) OGE IF APPLICABLE) C - e p R EDGE E(IF APPLICABLE) ( Q '. " '.. �.. � �•. (IF APPLICABLE) EXISTING WOOD EXISTING WOOD Ul C c q p q TRUSSES OR11RED 7 If2" USSES OR RAFTER Q 1 If2' Ole.REQUIRED iM G FTER 0 24' O.C.REWE0 Wg 4 %4t . EXISTING FK3/4'Ma JMaxHK /14x3/i"S.MS. t 1'14"xl(B'GONG ALUM.TUBE BT413/4 S.M.S. i 1'.4'x1/5'CONT.ALM.TUBE ■� MAX. (8083 48 Allan)W/(2)7/4-0 O B"O,C.MAX (6093-TB ALLOT)W/(z I a"O i LAG SCREWS TO EACH RAFTER OR t LAOTRU SCREWS 70 H ER OR I e TRUSS.LOCATE LAO SCREWS AT I TRUSS.LOCATE IAQ SCREWS AT MIDWIaMH OF EXISTING WOOD I MIDWpTN OF EXISTING WOOD 1 7 i Ill MEMBER, 2'Mtn.NOMINAL 1 I I I1 MEMBER(2'M'n.NOMINAL i f WIOTH)Wj 2'MM.PENETRATION EXISTING I I WIDTH)W/2"Min.PENETRATION EXISRNO```'''��t I TT»N CLASS ! OF FADED AREA,THIS GLASS -�- INSTALLATIONiS O Y VNlD FOR �I }tt t y-Iii INSTALLATION IS ONLY VAUD FOR `1 t I 1 I I I I ILII g I III III WOOD•W/MIN.SPECIFIC GRAYITY MIN.SEPARATION( I I I WOOD W/MIN.SPECIFIC ORAVIT' IMIN GlAS4 ON OF a.5e. DF O,S5. i SEEQSCHEDULE I I 11 (SEE SCHEDULE ON SHEET 6 I ; G1 m 1( I I I c ON SHEEP Q i I I FRODtICT RFNcWcA' M C5 � I I TP OomP1Y1GB wllh ihr F'lv Loa E ^� I I I I E 21 Dale .4AomPwc 'So t By =am 10 HOLLOW CEILING MOUNTING INSTALLATION 12 HOLLOW CEILING MOUNTING INSTALLATION w \\�� VILl:q/y//i MIN,SEPARATION i Iz i i I I ��Ar' •• (SEESCHEULE ON SHEET 5) i I i j I 1 I I MIN,SEPARATION I I t !,, EXISTING i int i I 1 I I 1 tr TO CLASS I T GLASS I L I I I i I .' I 11 I = r •••� I(SEB SCHEULE ( $ I I In 11 11' � ¢ MIN,SEPARATION i ON SHEET a I 1 I T III I III - }^ CS TO ULE ON SHEET 0) II III N I C�I 30 �i i � ��1lilltltt � f / W000 DECK W WOOD DECK W/ 1 W000 DECK W MIN.SPECIFIC 4x3/4-S.S. MIN.SPECIFIC 0 MIN.SPECIFIC I I "y j8^ S.O.S. 4 9'O.C.Z CMVitt OF 0,55. 1I a i!I GRAVITY OF 0.55. taxa 4'S.S.s.G.s. cRAMIFY OF 0,55, MIN. EDGE OF I III IlLODUCT REVISED C) CODE OF 0 9'0.0. EDGE OF 1 a walplying with the Florida D�E'C�IF CARL �PUGBLE I 1 APPLIDECKCABLE T Bldldtf.g Coda t'p'i EWE OF Asapunaa No -0 01 Q "9 �• DECK F too Data /711 APPI-♦! D 1wt Co1`6 1 g i EDGE OF DECK EDGE OF �` 2*NEIL rt) !F APPLICABLE STAB IF a- - - APPLK'ABLE SCALE: ALTERNATE I/4T.tAD SCREWS 0 0"O.C.W/,1 I/2' �' CTERNAHaR t)4o wC sCREWs o e^o.C.W/1 1f2' tfa4 LaG sCREr/S o e-D.C.W/t tfz' (}ATE: 4-•22-2075 I LOCATION MIN.THREADED EMBEDMENT TO STING LGCATKIN LIIWQpOTH�RE EMBEDMENT TO EXISTING IN,7HREAOED EMBEDMENT TO IXIS IR Ea ^ f WOOD DECK, WOO DECK F.D.C. 11 SILL & ADJUSTABLE 1100 14 $ILL ADJUSTABLE r=R (High Velocity Hurricane zone) I MOUNTING INSTALLATION MOUNTING INSTALLATION Q TNR SHOED FLOOR MOUNTING IN TALtATI(�N, DWO No:01-12 (RSI-06) SHEEP 9 Or 9 I k I k t r MIA%2DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11 805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1amidade.r_ov1economy DAB Door Company,Inc. 12195 NW 981 Avenue Hialeah Gardens,FL 33018 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has.been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to.comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION,Hurricane Master®Model 824/811 Steel Sectional Garage Door 10-2"Wide with Window Lite Option (DP+36.0,44.0 PSP) APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Gafage Door",dated 0911012002,with last revision K dated 03/0912015,sheets I through 5 of 5,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:P'_ Xg-and Small Missile Impact ResistaniV LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series number,the positive and negative design pressure rating,indicate impact rated if applicable,installation instruction drawing reference number,approval number(NOA),the applicable test standards,and the statement reading'Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has'been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TE11MINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use.,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#14-0814.10 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. -Jlr'0 oi-A 5�030441 .Aim 11?�v �;A�4 i2f. MAMI-DADECOU Expiraftiofi bate�:,-July4I,-2020 kp�p_r'oval Date:April 23,2015 #o10 ps1 Page I DAB Door Company,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated 09/10/2002,with last revision J dated 11/07/2014,sheets I through 5 of 5,prepared by Al- Farooq Corporation,signed and seated by Javad Ahmad,P.E. B. TESTS "Submitted under NOA#11-0414.12" 1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC, TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,signed and sealed by Candido F.Font,P.E. 2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed and sealed by Candido F.Font,P.E. 3. Test Report on Tensile Test per ASTM 138-08 of"Sectional Residential Door(skin)", prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated 01/21/2011,signed and seated by Candido F.Font,P.E. "Submitted tinder NOA#05-0228.02" 4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael B.Droz-Sella,P.E. 5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed and sealed by Rafael E.Droz-Sella,P.E. 6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door{skin)",prepared by Hurricane Engineering&Testing Inc,Report No.HETI 03-T078,dated 10/31/2003, signed and seated by Rafael E.Droz-Seda,P.E. "Submitted tinder NOA#03-0210.04" 7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998,signed by W.A. Jackson,P.E. C. CALCULATIONS "Submitted under NOA 9 14-0814-10" 1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and 07/24/2014,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrers,P.E. Product Control Examiner NOA No.15-0304.01 Expiration Date:July 21,2020 Approval Date:April 23,2015 E-1 DAB Door Compaw Y,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(Cont.) "Submitted under NOA#11-0414.12 2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 04/07/2011,signed and scaled by Javad Ahmad,P.E. 3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0 2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E. "Submitted under NOA#09-0128.02" D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/1712018. 2. Notice of Acceptance No. 14-0311.08, issued to Insulfbain,LLC,for their Insulfbam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on 11/29/2017. 3. Notice of Acceptance No. 11-0926.07,issued to Dyplast Products,LLC,for their Expanded Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017. 5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their Expanded Polystyrene Block Insulation,approved on 02/2412011 and expiring on 02/2412016. "Submitted under NOA#05-0228.02" 6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per ASTM G 15 5 of"PVC Extrusion Material",prepared by Hurricane Engineering& Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E. Droz-Seda,P.E. 7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed and sealed by I. Ghia,P.E. 8. Test Repot t on Self-Ignition Temperature Test,Rate of Bum Test and Smoke Density Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories, Report No.04-761-15019.0,dated 05106/2004,signed and sealed by J.L.Doldan,P.E. F. STATEMENTS "Submitted under NOA#14-0814.10" 1. Statement letter of code conformance to the 511 edition(2014)FBC and no financial interest issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E. Carlos M.Utrera,P.E. Product Control Examiner NOA No. 15-0304.01 Expiration Date:July 21,2020 Approval Date:April 23,2015 E-2 7-1j2"X 2-1/4"X 18 GA. -"- PUSH NUT TOP FIXTURE 5-1/2' X 2-3/4'X 0.1" tt GALV. STEEL CENTER HINGE �.O y `♦ STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER W1{4} (f1<x s/a•SMS V o O WITHOUT DELRON SLEEVE (STD.) r 7 -FASTENED TO END STILE WITH TO BE INSTALLED AT ( mm y (8) #14 X 314"SELF DRILLING SCREWS ANY CENTER STILE i 0 7-1/2"X 3"X.071'GALV,STEEL t SEE SHEET 3 FOR TOP BRACKET OPTIONS N END ROLLER HINGE 00 I CENTER STILES z W/(6)#14 X 5/8"SMS r SEE SCH, 'A' A q WITHOUT DELRON SLEEVE (STD.) r r WITH OELRON SLEEVE (OPTIONAL) ♦ p r _ _ _ 9 7-1/2'X 2-1/4'x 071• -- GALV. STEEL CENTER HINGE LOCK ♦♦ aWIT{4}#14 X SMS 2/DOOR ' -_ WITH DELRON SLEEVLEEV E OPT ONAC-`"'.- " -., ♦ MY W X .15 THK. LATCH,, _ n77 STANDARD LOCK �CENTER HINGE IatA0£D SLIDE BOLT(BOTH SIOE♦SkIt�((LO K GA X 7/2"S.M.5. X W C7 I LOCK ENGAGEMENT `♦ [�: ---'--._..._._.. .-__. ._-_._ —.-- _-,-- f._- �n CONFORMS TO SECTION I008 REGARDING 1 v '� v - ,_ G} ty 2 Id c GARAGE DOORS ' .♦♦ # �M1L_=-=W4 _�I ': I __-- + -V S T•. k �.. 25L+5Ky .158 DIA. GALV.AIRCRAt7 TYPE �' Lt `♦ .'� � �� CABLE&NICO-PRESS SLEEUE�f W/MIN. 5 TO 1 SAFETY FACTOR i ♦` / ` D r' __ _ _ _ �' _ ¢ ♦ 4 �. B �i ..^�._..,V__...— V _-'/;-. - .7• 4 oz o 2-3/4'W X 5-5/8-H X ago-THK 1 r ♦ - - _ ��^ �-nli .�,..•.�� m m 4 ro�" STEEL PLATE, 1-J/a" DE£P11 WITH {3)#14 X 3 4` ♦LI O '♦ Dzi r. _.,.__ - r _.-_.._, V -....�V e... —- •-, M SELF DRILLING 5CR�WS `BRACKET/ `BRACKET STD. LIEF DOOR LOW R OPTION OM N DOOR OPTON TOTAL B OF s AT HEIGHT CONSISTS OF EACH DOOR 7-7/8"X 3-1/8"X.010" — �V - -_- 1 6'-6' 2 SECTIONS 18'2 SECTIONS YI' STEEL PLATE OPTIONAL VENTS — _ i W e W-8' 1 SECTION 18" 3 SEOT�ONS 21' WITH (4)#14 X 3/4'SOS {3)5"WIDE AT J"O.C. MAX. ,OPTIONAL FLUSH FACE Q OpPNC.AREA N07 TO EXCEED 120 SQ. IN. WOOD GRAIN DESIGN L_",A T 4 SECTIONS 21 - MAX. DOOR WIDTH 0 Z Y -1. -- - �^ 16'-2' 7'-6' S SECTIONS 18'- CENTER STILE- 7'-0" 4 SECTIONS 15'1 SECTION 21' DAB DOORS MO INC. a N 6' 3 SECTIONS te"2 SECTIONS 21' HANDLE RAISED�PANEt EMBOSSED DOOR Hurricane Maeter�Madel 624/811 N A x 8'-3` 2 SECTIONS 1S•3 SECTIONS 21' HANDLE END STILE Max. Size t6'-2" X 16'-0"Nigh W_r t SECTION 18" 4 SECTIONS 21' With Window Lite Option -9 S --T 5' SECTIONS 21 - #14 X 3/4"SELF DRILLING SCREWS MAY BE USED " S' 8 SECTIONS 18'- LOCK BAR GUIDES IN LIEU OF#14 X 5/8"sMS _ DESIGN PRESSURE RATING = + 36,0 PSF gg B-3 1 6 SECTIONS 18 SECTION 21' " -`� - ¢q,0 PSF C INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT 8'-6" 4 SECTIONS 18.2 SECTIONS 2t" WITH (4) #14 X 5/8'SMS 9'-8' J SECTIONS 19'3 SECTIONS 21" --�-�—.� G N RA NOTES IW 2 SECTIONS 18'4 SECTIONS 21" ��'tt Q 18T X 6W LOCK RAR h` 10'-3" i SECTION 78' 5 SECTIONS 21' $ ENGAGES IN TRACK L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE °o 10'-6' S SECTIONS 21"- ZaS ON EACH SIDE OF DOOR REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014) 3 INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ), u 10'-8"8 SECTIONS 78'T SECTION 21' CENTER STILES SCHEDULE'A' 11 5 SECTIONS 15,12 SECTIONS 21` OUTSIDE-KEYED LOCK CENTER STIES CONFIGURATION 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. m z g ii'-3. 4 SECTIONS t8'3 SECTIONS 21' OPTIONAL 000R WIDTHS ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL 11-0" 3 SECTIONS 18'4 SECTIONS 21' 4F CENTER STILES DRESSING OR STUCCO. 11'-0" 2 SECTIONS 18'5 SECTIONS 27' LOCK DAR LOCKING SHOWN # B'-0 TO 0-50' 2 _ 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. y n ALTERNATE TO 10'-0'TO 11'-IO' 2 m 12' 1 SECTIONS 18'6 SECTIONS 21• SPRING LOADED SLIDE BOLT - - --- 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN O o K N La 12'-3` 7 SECTIONS 21'- LACKS SHOWN ABOVE 12'-0'TO W'-10" 3� THESE DETAILS ARE NOT PART OF THIS APPROVAL. a d r: W-0"TO W-10" 14-G'TO 15'-10' 4 •S a$ 12'-6' 6 SECTIONS 18'2 SECTIONS 21' - — 5• A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WWD ONLY. 12-e 5 SECTIONS 15'3 SECTIONS 21' ODOR WIDTHS 15•`11"TO 16'`2' TS DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 13' 4 SECTIONS 10'4 SECTIONS 21• BUIIAING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND - 13'-3" 3 SECIIONS 18 8 SECTIONS 21' ® � ® #{II�pi ASTM 11118-OVASTM Et046-OB. N q 2 SECTIONS 18'8 SECTIONS 21 + .6_ 4 1J'-0" 1 SECTION 18' 7 SECTIONS 21' Enqr.J VA AH 0 b 14' 8 SECTIONS 21'- FIA P7a502 FO�IDIDWr�REWIRWED 14'-3" 5 SECTIONS t5'3 SECTIONS 21' ' i0•-0"TO 11'-70' �� -`- 14'-0"TO 15'-tO" cA.N, a �OiMGI{G1TieriNlb ilaTW - 1N'-6 5 SECTIONS 18'4 SECTIONS 31' DOOR WIDTHS DOOR WIDTHS y 4 SECTIONS 18'5 SECTIONS 21' _ y t Avml;mf Iw HS, r IS' 3 SECTIONS 18'8 SECTIONS 21' [01011 {il N By Browing na. 1615' 2 SECTIONS 18'7 SECTIONS 21` U V�I I 1S'-6" 1 SECTION 18' 0 SECTIONS 21' 15-0' 0 SECTIONS 21'- I 12'-0'TO 13`-10_-_� (_ 15'-11•TO 16`-2" _ 16' 16 SECTIONS 18'4 SECTIONS 21• DOOR WIDTHS DOOR WIDTHS sheet}OT $ 24 GA.STEEL PANEL- N N FLAPS BENT OVER PANEL-\ Q ' 1/2"PUNCHED HOLES_•)i a 0 0 4"O.C. p Q.7� 1 055'X 2-1/4'X 3/4"X 2' GALV.STEEL U.BAR REINFORCING TRUSS 0 BOTTOM OF PANEL TRUSS FASTENED TO I Q tz+ q VERTICAL INTERMEDIATE STILES W/TWO 'Z- - E3 014 X 5/8^S.M.S.AND TO ENO STILE 1 J OO W/FOUR y14 X 3/4"SELF DRILLING S. Q W z j i N D.C. AT 4"O.C. Jpp y 3/18"POP RfJ ;; •'�� o�+- � m (6)FOR 21" STILES Z < V (5)FOR 18"STILES o ©, ®' END STILE .02d"ST4 PANEL � 4 J OUTSIDE OF GOO u. Z�I mw O 8 U)wo I IST SECTION !BOTTOM} INTERMEDIATE SECTION TOP SECTIO O 3i a C3 U1 R .OPTIONAL STOP MOULDING SOLID BRASS DOOR VIEWER ¢N BY DOOR INSTALLER STEEL TRACK BRACKET FASTENED BY N 9/16"HLAGE SECURITY HARDWARE' TO WOOD JAMB WITH _ A 114 X 5/8'SMS 3/4" T Y X 2-L/2"O PANE STEEL INSTALLED IN Djt6" DIA. HOLES IN CENTER END STILE,CONNECT TO PANELS W17N 5)18"% 1-5/8"LAG SCREW 6 PER HINGE FLAPS AND(5)OR(6)3/16"ALUM RIVETS POSITIONED AT EYE LEVEL (FULLY THREADED) SEE DETAIL.A90VE gLt; HEX WASHER HEAD TYPE A 1/2'X 1-3/4'X .058'FORMED STEEL ANCHOR AT TRACK BR CAS,; N ONE PER BRACKET GLUED TO PANEL AND SECURED TO -- GAs END STILE WITH(4)3/10^POP RIVETS R"OL+ PO R-BOLT BY'POWERS' a a a IS SOUTHERN PINE ,. 1-7/8"X 2-5/8"% 049'STEEL EDGE —^{ A) 2"MIN.EBBED INTO CONCRETE(3000 PSI MIN.) 0.55 S. ."a"' CENTER STILE.GLUED AND RIVETED f .J DISTANCE I 2"MIN.EDGE DISTANCE Q R TO PANEL W/(4)3/16"RIVETS 3/18" - C •1- MIN. POP RIVETS ; ;«ji-3j16 i/B"0LA SLEEVE BY'HILTP m t) 14%5/8'B.M.S. r. g) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK w g $Q R G` ,?". .1 DIST. 4/HINGE I 2-1/4"MIN. EDGE DISTANCE INTO CONCRETE I I 1 4"MIN, EDGE DISTANCE INTO FILLED BLOCK 1-J/18' CONCRETE Vc a 3000 PSI MIN. o C-BO GROUT FILLED BLOCK Pm= 2000 PSI MIN. N a u r 1.9`X 2.19"%3,3'% 090" ANCHOR TYPE A OR 8 STEEL TRACK BRACKETS I I I I (ij PER BRACKET SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING n Engr.JAVAD AHMA0 0 I I FU.PEM 0692 .ODU(.'T M+khlf rwd4 I I/4-20 SS BOLT CA.N, 38 No 7-1/2^ x .GSD" INTERIOR SIDE 7-1/2"x .071" NUT f0° "11f+'T7tf¢3"i�fQ?1_� GALV. STEEL ENO ROLLER HINGE STEEL TRACK CENTER HINGE 1,82"CIA.%.50"STEEL ROLLERS (5T0.) A,ro,5 14 OA X 2-1/8`X 1"(STANDARD) ( M Q PrO�iM"wei 12 GA.X 3-5/16'% 1-1/2"(OPTIONAL)) 7/8'PUSHNUT 1.82"DIA. X .50'NYLON ROLLERS (OPTIONAL ��-2 FASTENEO TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50'STEEL ROLLERS OPTIONAL— -- W/ 1/4-20 X 5/e`TRUSS H0. SECTION B-B 2.75"DIA. X.50"NYLON ROLLERS OPTIONAL sheet Qof 5 LGTTED M.S,k LOCK NUT WITH 5'STEM POP RIVETS 1- X 1/2"X 1/8"HORIZ.ANGLE2. f 1 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. (`*/ ! 2-3/4'X S-1/2*X 3'X.104" 5/18`SLEEVE ANCHORS CENTER SUPPORT REOD, oN DOORS WITHOUT INSULATION OR WINDOWS, w GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXAEEDING 8 FT. IN HEIGHT 2"X 2"X 1/8"HORIZ.ANGLE N BRACKETOP ROLLER EACH SIDE FOR FASTENED Wj8) 14X 8 '.S.M.S. PER BRACKET j j A D O S WITHtINSULATION0 R WINDOWS a 14 GA.OALV.STEEL ADJUSTABLE " W7THSTWO WEt05 AT POT WELDED TO HORIZ APART Z SUDE FASTENED TO BRACKET 2-7/2"x a-1/a"X i3 CA. STEEL PLATES •J FIRST AT 3"O.C., REST A7 9'O.C. W/6/18-18%J/4"HEX HEaO WELDED TO 1-1/2"X 1-1/2'X 14 GA.ANGLE -- A CONNECTED TO FUG BRACKET ANGLE M.SCREWS&NUTS. - FASTENED TO TRACK - - W/3/8-16 X 3SYWFT/4'BOLT& TOP BRACKET5/8- NUT Q WITH (4) 1/4-20 SS. BOLT& NUTS HORIZ. TRACK LENGTH - OPENING HEIGHT PLUS 12' AND TO SPRING OUlDE WITH L° (ST'WD'Vt0) TOP BRACKET � (2} 1/4-20 X 5f 8"BOLT&NUT • (OPTIONAL)• �'G LOW HEADROOM DOO HORIZONTAL REINFORCEMENT 14 GA.GALV.STEEL TRACK r 1/2"X 1-3/4'X.058"FORMED STEEL VERTICAL TRACK 4 GLUED TO PANEL AND FASTENED TO 2-1j8`X 1"X•080" qT r VERTICAL STILES WITH ---) SECTION A—A j 2"X 5-1/2"X .104" m (2),3/16-POP RIVETS GALV.STEEL Q 3 Ti FASTENED W/Ta}Y 14 X 5/8"S.M,S, (`z C6 TOPP ROLLER BRACKET FOR HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS Q W 1/2"X 1-3/4"X.038"FORMED STEEL HEIGHT IST 2ND 3RD 4TH15THI Bi B2 83 84 85 1 88 87 BS IY GLUED TO PANEL AND FASTENED TO ) —'-- � / VERTICAL STILES WITH -=� 6'-0" 18"18" 18" 18"N/A 1"TO 2"11-3 4' 23" 34" 45 56" 67" - (� ,r (2)3/16"POP RIVETS W-6* 21"18" 18"2i"NIA 1"TO 2"11-3j4" 23" 34" d5" 56" 67;'- 67- 6 7` !I) -// .--5/16"MEETING RIB 7'-0' 21"21" 21"21"N/A i"TO 2'11-3/4" 23" 34" 45" 56" 67" - PLASTIC/STEEL ROLLERS 7'-6' 16"18' 18" 18" 18"i"TO 2`11 4 23" 34" . 45" 56" 67" 78-1/4" �. 1.82" DIA. X.50" ._..J 8'-0' 21" 16' 18" 18" 21"1"70 2'11-3 23" 34" 45" 56" 87 78-1/4' /'WI.44 DIA.X 4-1/4"STEM SECTIONS ARE NUMBERED STARTING AT THE BOTTOM Qj z1 FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"D.C. OPTIONAL INSULATIONS: z @Y'DYPUST PRODUCTS LLC' QQ EPS-E%PANDEO POLYSTYRENE a 25 DENSITY- 1.05 PCF O 1.9'X 2.19"X 3.3`X.090" 2 Z N.O.A. X11-0926.07 n 2-3/16EEL -HIGH CK RACKETS j rn 0_ R m CONNECTED TO TRACK WITH / co w ISO SIT POLY-ISOCYANURATE DENSITY- 2.0 PCF ) 1f4'BOWS&NUTS. —N.O.A. #11-0926.06 m mSL By lauglEDAM URTH AMERICA' _ / '� n Lo DENSITY- 1.03 PCF N.OA, (110-1129.04 OR BY'INSUIFOAM LLC' / DENSITY-0,52 PCF N.OA. #14-0311.08 14 GA GALV,STEEL -) _ ROLLER HINGES FASTENED ci x W/{B}y 14 x s/s"SMS �'m MIN..024*ROLL FORMED STEEL PANEL o DRAWING QUALRY 0-40 MIN.YIELD STRENGTH 39 KSI c z x "• '- "...-••--WITH PPJMER AND BAKED-ON y POLYSTER PAINTED TOP COAT TRACK CONFIGURATION d APPLIED TO BOTH SIDES OF STEEL d a n - c VERTICAL LIFT }jiGH LIFT STAN)ARDILEI_ LOW HEADROOM DOUBLE TRACK 12 CA GALV.STEEL BOTTOM BRACKET FASTENED MAILASIL TRACKPTQ IONS w/(4) y 14 X 6/8"SMS EnOr:JAM AHMAD a CIVIL p140DUC'f AENEWEp FIA PE -0592 ift♦IltQi w4tlNM Fblid� $ ii O BOTTOM SERI OPTIONS 'Lk PE 38 � T SEE SHEET 5 SECTION A-A R � ft0ltwing dirTno. SEE SHEET 2 FOR LOCATION �._.U2—Ll OF REINFORCING TRUSSES sheet 3oT 5 TWO REINFORCEMENT 1/2"X 1-3/4'X.058" AB% 1" FORMED STEEL1-1/2"MIN. SELF DRILLING SCREWS �� #8 X t"OR SELF DRILLING SCREWSZ3/16"'RIVER'STEEL RIVETSp MULTIGRIP W/DOME HEAD d AT 48"O.C. 3Mj16GRIP W/STEEL RIVETS Cq' MULTICRIP W/ROME HEAD �y REINFORCEMENT AT 48"O.C. a o \\ / 1/2"X 1-3/4"X.058"—,, E+ 1,28Y Y` �'`, 1/4"DSA,LAG SCREWS FORMED STEEL I.`1 28Y1 j4"ON.LAC SCREWS h..\ �I WOOD BUCK I �.� `•A7 8"FROM ENDS WOOD BU 1 AT 8"FROM ENDS O �/' AND t5'O.C.MAX. DD(D ANO 15"O.C.MAX. W STRIP ADAPTER + ALUMINUM SEL ADAPTER Q y6 RUBBER WSTRIPPING RUBBER W'STRIPPING �. C+ X11� 4 fi SCsGl lb 41.34 .700 .GdO 34B z N g Y b li �L750� 1OL 790_ T`" ~ a O BOTTOM SEAL QPTIONS rW OPTION 'A' C00 I t� WOOD DUCK CONNECTION TO WOODSUBSTRATE(WOOD SPECIFIC GROFTY SG-0.55 MIN,) THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X8 SVP WOOD DUCK ATTACHMENT TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHOR SPACING Z Z 't$ VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. "' ANCHORS STRUCTURE_ EMBED SPACING EDGE DIST. rn b 3/8"HLC SLEEVE 9Y HILTI CONC. 1-1 4 8" 2" 3 8 CONFLEX BY'ELCO FILLED 8tOCK 8' 3-3 4 O Z STEEL STRUCTURE BY OTHERS 3 8"DYNABOLT BY ITW' GONG. t-1 2 _2-1 2 5/16"X 1-5JJ8" MUST SUPPORT THE LOADS IMPOSED 3 8 POWER-BQLi BY POWERS CONC. " 8' 2" 0,0 x '^ LAG SCREWS BY DOOR SYSTEM J 8 SLEEVE-AIL.BY 51MPSONS CONC._ 1217—It—_ 8" 3_ to '9+ AT 12'O.C. CONCRETE I'c=3000 PSI MIN. 01 r'�S Qty 5/16"DIA.BOLTS C-90 GROUT FILLED BLOCK I'm-2000 PSI MIN. N Q^ WITH WASHER&NUT WOE OTD BIJ,(C`Kt'QN qECTION TO 'ASOhRY... 4AT 18'OAC,MJJf. EDGE DIST. ill"IREWITCLO. REATEO'2XB IVF?WOOD JAMBS-WHICH SHALL BE ANCHOREOTO INFORCED MASONRY►BLOCKiWAtt OR CpNC.,:CQtUMN-WITFt"'4CON 8Y ELCO WRH �O:.GtgOUT FILLED�`BtOCK WALt;.-WUH 2 tj{::MLN yEM�3EU c B 13"O.C. IN70=J000'PSI`CONCRETE,yW Td 1=3/{`KILN:EMBED s-t/{ X 2-1/2"X 14 GA C� 2-1/2"MIN.EDGE DISTANCE I Y—iJ2" t-1/2' -r-STEEL ANGLE _ 1-1/2" ° # 1/4"TAPPER BY'POWERS'WITH SPACING Of 12 C.A.QALY.ST EEt 1 s"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED ^FIAT BRACKETS EEL LONG y 13'O.C.INTO 3DOO PSI CONCRETE.WITH 1-3/4"MIN, EMBED 1/I6'%2-1/2 AT 72'O.C.!N DOOR OPNC. 2-1/8"% 1"X 14 GA. } 3`MIN, EOGE DISTANCE FILLET WELOS- DAL.STEEt TRACK AT 12"O,C. MA%. AT f8"O.G.ABOVE DOOR pPNC. �-FASTENED TO TRACK PLATES 3/8"CONFLEX BY'ELCO'OR CONNECTED TO CONT.ANGLE W((2) 1/4-20X8/8'TRUSS HO. 3/8"LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 5l0 0 S.k LOCK NUT y + 23"O.G.INTO 3000 PSI CONCRETE,WITH 2-1/2"MMI.EMBED p u d d oon^.�S 3`MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK RfYEBSE_TBeGK ON71N+O sc u•F TRACK ..�$P 3 TO WDOO RUCK TO SHE TO CONCRETE AND FILLED 8LOdt S/8`NLC SLEEVE 8Y'HIITi'WITH SPACING OF 10'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4"MIN.EDGE DIST, 15"O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"Mi�.EMBED AND 2-1/2'MIN.EDGE DISTANCEALTERNATE TRACK INSTALLATION + PREPARATION OF fAMBS BY OTHER; En9r:JAVAD PRODUGTRHNEWW d FLA PE/70592 � wW10N $ 1 FOR NEW CONSTRUCTIONSUPPORTING ENGINEER OF RECORD OR ARCHITECT IM TO VERIFY C.A.N, 538 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED h 8Y DOOR SYSTEM, FOR DDDR REPLACEMENT IN MAY BE BUILDINGS WITH NO ENGINEER OF RECORD, OFFI INSTALLATION MAY BE REVIEWED AND APPROVED BY d�2— MAXIMUM BUILDING OFfIGUI UPON INSPECTION. 2D�Jno.l MAXIMUM EXTERIOR(+)LOAD PER JAMB= (16.16'X 62 PSF)/2= 291 lbs per Ft. J INTERIOR(—)LOAD PER JAMB (16.16'X 44 PSF)/2 v 355.5 Lbs per FL. 9heeL Qo1G—� * PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF FBC 24 ca (.024)STEEL IJ N. SEE EVIDENCE PAGE O £( t.765 7/16"DIA.WASHER 1.144 d Q SMS 21 3/4' t ®3/8"FROM ENDS MAX. .176 Fes- k--.800 ryzO O AND 7"D.C.MAX. WDW.WIDTH Y�d C * XE TERIOR FRAM * INTERIOR FRAME yl a l (4)$8 X 3/4"SMS p 18 1X/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q u1 I I, it 0 1-3/8"FROM ENDS } r J D.L.O. Z s o i t t t i AND 6-1/2°O.C.MAX. V �' c •^"�. J „��I IIIA •', C'• A I / •• `o�'---� .• :. r .175 X.062 DEEP i B .r JII GROOVE .' _�— co nn IIII 1/4"POLYCARBONATE LEXAN PLASTICS* d h. % MCI M t t 8Y'0BIC 717.01TNE PLASACS' + 6' t' W-1,M RDA 13-p717.p1 � � � �.. i;' Ilii M1 V �° z� N �, N r LU oz im 'III 175 X.062 DEEP GROOVE 2 F F (4)#B%3/4"slJsINSIDE ELEVATION C W ` m 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS IIIc t AND 6-1/2'O.C. MAX, &i WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION #8 X 3/4"SMS c a 0 3/8-,FROM ENDS 175 X.062 DEEP - LJ r i t AND 4-1/2"O.C. MAX. GROOVE v X r'" _._ 2o ! °E 1-n i6 X 3/4"SMS O 3/8"FROM ENDS -AND 7'O.C.MAX., r ----------- `fib AD 7/18"01A WASHER _ rWr:JAVCPALµ PRODUCT 1� tAl1AMR E1ol11� _ - ` F C.AP.E 15,95 Y --- --._ DOOR PANEL EXTERIOR b 24 GA. (.024) STEEL MIN. OOGR PANEL 15/16-MIN. D.L.OPG. r ( `✓3 ADr . drawing no. 24 CA, (.024)STEEL MIN. GLAZING BITE Yt+"1y2� WINDOW WIDTH V G sheet 5 of 5